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<center>{\rtf1\ansi\ansicpg1252\deff0\deflang1033{\fonttbl{\f0\fswiss\fprq2\fcharset0 Arial;}{\f1\fscript\fprq14\fcharset0 Arial;}} {\colortbl ;\red0\green0\blue0;} \viewkind4\uc1\pard\qc\cf1\f0\fs16 Page \{n\} of \{nn\}\cf0\f1\fs18\par }</center> </footer> </pageModel> <colorModel background-color="#fff" default-highlight-color="#80ffff"/> <language math="en" UI="en"/> </presentation> <calculation> <builtInVariables array-origin="0" convergence-tolerance="0.001" constraint-tolerance="0.001" random-seed="1" prn-precision="4" prn-col-width="8"/> <calculationBehavior automatic-recalculation="true" matrix-strict-singularity-check="false" optimize-expressions="false" exact-boolean="true" strings-use-origin="false" zero-over-zero="error"> <compatibility multiple-assignment="MC12" local-assignment="MC11"/> </calculationBehavior> <units> <currentUnitSystem name="us" customized="false"/> </units> </calculation> <editor view-annotations="false" view-regions="false"> <ruler is-visible="false" ruler-unit="in"/> <grid granularity-x="6" granularity-y="6"/> </editor> <fileFormat image-type="image/png" image-quality="75" save-numeric-results="true" exclude-large-results="true" save-text-images="false" screen-dpi="96"/> <miscellaneous> <handbook handbook-region-tag-ub="40334" can-delete-original-handbook-regions="true" can-delete-user-regions="true" can-print="true" can-copy="true" can-save="true" file-permission-mask="4294967295"/> </miscellaneous> </settings> <regions> <region region-id="38942" left="6" top="2.25" width="42.75" height="12" align-x="6" align-y="12" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> GIVEN: </text> </region> <region region-id="38943" left="378" top="4.5" width="147.75" height="47.25" align-x="378" align-y="12" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#dcdf9f" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">See pages 579-597 of </f> <f size="8"> Design of Highway Bridges: An LRFD Approach </f> <f size="8">(Second Edition) by Richard M. Barker and Jay A. Puckett for Example Problem for Concrete Barrier Strength</f> </text> </region> <region region-id="38882" left="552" top="2.25" width="510" height="413.25" align-x="552" align-y="12" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Qcon Input: <f size="8"> <tab/>General Properties:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8"> Dynamic Load Allowance: </f> <f size="8"> <tab/> <tab/> </f> <f size="8"> <inlineAttr underline="false">Number of Spans: 1<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Truck = 33%</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>Span Continuity:<sp count="2"/>Simple Span<tab/> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Lane = 0%</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Select System of Units:<sp count="2"/>Traditional US Units<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Fatigue = 15%</f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8"> Bridge Geometry:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8"> Pedestrian Live Load: </f> <f size="8"> <tab/> <tab/> </f> <f size="8">Span Geometry:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Uniform Live Load = 0 lb/ft</f> <f size="8"> <tab/> <tab/> <tab/>Span Length:<sp count="2"/>29.0 ft<tab/> <tab/> <tab/> </f> <f size="8">Load Factors:</f> <f size="8"> <tab/> <tab/> <tab/> <sp/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Strength I:</f> <f size="8"> <tab/> <tab/>Boundary Conditions:<tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>0.9(min) 1.25(max)</f> <f size="8"> <tab/> <tab/> <tab/>Left Support:<sp count="2"/>Pinned<tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Wearing Surface:<sp count="2"/>0.65(min) 1.50 (max)</f> <f size="8"> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Live Load (LL & PL): 1.75</f> <f size="8"> <tab/> <tab/> <tab/>Right Support:<sp count="2"/>Pinned<tab/> <tab/> <tab/> </f> <f size="8">Service I:</f> <f size="8"> <tab/> </f> <f size="8"> Cross Section Description:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <tab/> <tab/> </f> <f size="8"> <inlineAttr underline="false">Ex</inlineAttr> </f> <inlineAttr underline="false"> <f size="8">terior Span Properties/Interior Span Properties:<tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/>Section Material Properties:<tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Live Load (LL & PL): 1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8"> <c val="#00f">A</c> </f> <c val="#00f"> <f size="8">x</f> </c> <c val="#00f"> <f size="8"> = 2477.584 in</f> </c> <c val="#00f"> <f size="8">2 </f> </c> <c val="#00f"> <f size="8">(Strip) </f> </c> <f size="8"> <inlineAttr underline="false"> <c val="#00f"> 1210.021 in</c> </inlineAttr> </f> <c val="#00f"> <inlineAttr underline="false"> <f size="8">2 (</f> </inlineAttr> </c> <inlineAttr underline="false"> <f size="8"> <c val="#00f">Edge)</c> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8"> <tab/> </f> </inlineAttr> <f size="8">Service II:</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <c val="#00f">I</c> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8"> <c val="#00f">z</c> </f> </inlineAttr> <f size="8"> <c val="#00f"> <inlineAttr underline="false"> = 72585.463 in</inlineAttr> </c> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f"> 4 </c> </inlineAttr> </f> <c val="#00f"> <f size="8"> <inlineAttr underline="false">(Strip) 35449.832</inlineAttr> </f> </c> <c val="#00f"> <f size="8"> in</f> </c> <c val="#00f"> <f size="8">4 </f> </c> <f size="8"> <c val="#00f">(Edge)</c> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> </f> </inlineAttr> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <c val="#00f"> <inlineAttr underline="false"> <f size="8">Mod.E = 3640 ksi</f> </inlineAttr> </c> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <c val="#00f"> <f size="8"> <inlineAttr underline="false">Unit Wgt = 150 pcf</inlineAttr> </f> </c> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Live Load (LL & PL): 1.30</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Live Load Distribution Factors:<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Service III:</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/>Str/Serv Limit State Moment = 1.000<tab/> <tab/> </f> </inlineAttr> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Str/Serv Limit State Shear = 1.000<tab/> <tab/> </inlineAttr> </f> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Fatigue Moment = 1.000<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Live Load (LL & PL): 0.80</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Fatigue Shear = 1.000<tab/> <tab/> </inlineAttr> </f> <f size="8">Fatigue:</f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8">Standard Dead Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>0.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>DC Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>0.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Generate Self Weight Dead Load<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Live Load (LL & PL): 1.5</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Traffic Barrier = 241 plf (Strip)<sp count="2"/>118 plf (Edge)</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8"> Analysis Parameters: </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>DW Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Minimum Number of Analysis Points = 10</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Utilities:<sp count="2"/>leave unchecked<tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Use 60 to give you points every 6"</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Overlay = 151 plf (strip)<sp count="2"/>75 plf (edge)</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Add an additional uniform load for the 1/4" sacrifical wearing surface</inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8"> <c val="#00f"> <inlineAttr underline="false">Uniform Load (0' - 30' for all spans) = 34 plf (strip) 17 plf (edge)</inlineAttr> </c> </f> <inlineAttr underline="false"> <f size="8"> <tab/> </f> </inlineAttr> <f size="8"> Live Load Generation Parameters: </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>Design Tandem:<sp count="2"/>Enabled</f> </inlineAttr> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Design Truck:<sp count="2"/>17 rear axle spacing increment</inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Dual Truck Train:<sp count="2"/>Enabled</inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8">Dual Tandem Train:<sp count="2"/>Range 26.0' to 30.0' using 5 increments </f> </inlineAttr> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Fatigue Truck:<sp count="2"/>Enabled</inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> </text> </region> <region region-id="38944" left="6" top="15" width="71.25" height="12.75" align-x="47.25" align-y="24" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef 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xmlns="http://schemas.mathsoft.com/provenance10">c2d6088bcfe0ada0612c197703d92124</contentHash> <ml:define> <ml:id xml:space="preserve">Roadway</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>34.0</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="1"> <element-image-map> <box left="1.5" top="0.75" width="69.75" height="11.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="38945" left="240" top="15" width="119.25" height="16.5" align-x="268.5" align-y="24" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>37</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>3</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>37.25</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="2"/> </region> <region region-id="38946" left="6" top="33" width="54.75" height="12.75" align-x="30.75" align-y="42" show-border="true" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>30.0</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="3"/> </region> <region region-id="39109" left="6" top="51" width="115.5" height="16.5" align-x="44.25" align-y="60" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="w">Barrier</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>6</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>1.5</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="4"/> </region> <region region-id="39110" left="240" top="45" width="91.5" height="22.5" align-x="288" align-y="60" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="barrier">Area</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>2.7157</ml:real> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:define> </math> <rendering item-idref="5"/> </region> <region region-id="39215" left="6" top="74.25" width="63" height="12" align-x="6" align-y="84" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> CONSTANTS: </text> </region> <region region-id="39216" left="6" top="87" width="42.75" height="16.5" align-x="21" align-y="96" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242884" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">d48c0c34e3cdc4ac500868e65da3d8cd</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="y">f</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>60</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="6"> <element-image-map> <box left="1.5" top="0.75" width="41.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39217" left="66" top="88.5" width="49.5" height="9.75" align-x="66" align-y="96" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.3.1</f> </text> </region> <region region-id="39218" left="240" top="87" width="36.75" height="16.5" align-x="253.5" align-y="96" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242884" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">dee1b2b331d894eedb15ac9e43cdc8ed</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="c">f</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>4</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="7"> <element-image-map> <box left="1.5" top="0.75" width="35.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39219" left="300" top="88.5" width="49.5" height="9.75" align-x="300" align-y="96" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.2.1</f> </text> </region> <region region-id="39314" left="6" top="110.25" width="91.5" height="33.75" align-x="52.5" align-y="126" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242844" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">928254497807d05c260864bc0750c71d</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="wt">concrete</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>0.150</ml:real> <ml:apply> <ml:div/> <ml:id xml:space="preserve">kip</ml:id> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>3</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="8"> <element-image-map> <box left="1.5" top="0.75" width="90" height="32.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39391" left="108" top="118.5" width="51" height="9.75" align-x="108" align-y="126" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 3.5.1-1</f> </text> </region> <region region-id="39392" left="240" top="117" width="69.75" height="16.5" align-x="268.5" align-y="126" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">51dbf050528ea4e88d325d7bfe92286a</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="steel">E</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>29000</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="9"> <element-image-map> <box left="1.5" top="0.75" width="68.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39393" left="324" top="118.5" width="49.5" height="9.75" align-x="324" align-y="126" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.3.2</f> </text> </region> <region region-id="39318" left="6" top="147" width="32.25" height="12.75" align-x="18.75" align-y="156" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243124" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">546f64daef3f1b3f3cffaa9a9d8d3a1b</contentHash> <ml:define> <ml:id xml:space="preserve">ϕ</ml:id> <ml:real>0.9</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="10"> <element-image-map> <box left="1.5" top="0.75" width="30.75" height="11.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39319" left="48" top="148.5" width="462.75" height="9.75" align-x="60.75" align-y="156" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.5.4.2.1:<sp count="2"/>0.9 for Strength Limit State - flexure of tension controlled reinforced concrete members; conventional construction</f> </text> </region> <region region-id="39320" left="72" top="160.5" width="452.25" height="19.5" align-x="78.75" align-y="168" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Sacrificial wearing surface is 1/4" that is ground down for resurfacing & will result in a 18.75" thick slab having a 1" bottom clearance and 2 1/4" top clearance.</f> </text> </region> <region region-id="39321" left="6" top="165" width="54.75" height="12.75" align-x="30" align-y="174" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">SWS</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>0.25</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="11"/> </region> <region region-id="39322" left="6" top="183" width="84.75" height="16.5" align-x="31.5" align-y="192" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="top">cl</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult style="auto-select"/> <ml:real>2.5</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>2.5</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="12"/> </region> <region region-id="40294" left="276" top="183" width="70.5" height="16.5" align-x="300.75" align-y="192" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="bot">cl</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>1</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="13"/> </region> <region region-id="40292" left="384" top="184.5" width="134.25" height="9.75" align-x="384" align-y="192" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 5.12.3-1:<sp count="2"/>clear cover @ bottom</f> </text> </region> <region region-id="40297" left="108" top="190.5" width="123" height="9.75" align-x="108" align-y="198" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 5.12.3-1:<sp count="2"/>clear cover @ top</f> </text> </region> <region region-id="39326" left="6" top="207" width="43.5" height="12.75" align-x="25.5" align-y="216" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Bw</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="14"/> </region> <region region-id="39327" left="72" top="208.5" width="87" height="9.75" align-x="72" align-y="216" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Convert to 1 ft width</f> </text> </region> <region region-id="39328" left="240" top="207" width="39.75" height="16.5" align-x="255.75" align-y="216" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242924" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">79aab21759ca3e23588eda393ec8b094</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="e">γ</ml:id> <ml:real>0.75</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="15"> <element-image-map> <box left="1.5" top="0.75" width="38.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39329" left="288" top="208.5" width="210.75" height="19.5" align-x="306" align-y="216" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Exposure factor of 0.75 for all bridge decks susceptible to </f> <f size="8">de-icing agent exposure per SCDOT BDM 15.1.7 page 15-5</f> </text> </region> <region region-id="39330" left="6" top="228.75" width="129" height="18.75" align-x="34.5" align-y="240" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243124" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242804" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">a1fd430ef645829d3a20a8a88ff42efb</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="conc">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:real>1820</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve" subscript="c">f</ml:id> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:apply> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">ksi</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>3640</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="kips_per_sq_inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="16"> <element-image-map> <box left="1.5" top="0.75" width="127.5" height="17.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39331" left="156" top="232.5" width="54.75" height="9.75" align-x="156" align-y="240" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Eq. C5.4.2.4-1</f> </text> </region> <region region-id="39332" left="240" top="231" width="45.75" height="12.75" align-x="266.25" align-y="240" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">MPF</ml:id> <ml:real>1.2</ml:real> </ml:define> </math> <rendering item-idref="17"/> </region> <region region-id="39333" left="294" top="232.5" width="162.75" height="9.75" align-x="310.5" align-y="240" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Multiple Presence Factor AASHTO 3.6.1.1.2-1</f> </text> </region> <region region-id="39421" left="6" top="254.25" width="247.5" height="12" align-x="6" align-y="264" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Number of Lanes <f size="8"> <inlineAttr font-weight="normal"> <sp/> </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal"> SCDOT BDM Article 13.3.2.6, Article 3.6.1.1.1</inlineAttr> </f> </text> </region> <region region-id="39422" left="6" top="266.25" width="124.5" height="27.75" align-x="33.75" align-y="282" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Lanes</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">floor</ml:id> <ml:apply> <ml:div/> <ml:id xml:space="preserve">Roadway</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <ml:real>2</ml:real> </result> </ml:eval> </ml:define> </math> <rendering item-idref="18"/> </region> <region region-id="39423" left="270" top="274.5" width="52.5" height="9.75" align-x="270" align-y="282" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">-------------- > use</f> </text> </region> <region region-id="39424" left="360" top="273" width="31.5" height="16.5" align-x="378.75" align-y="282" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242924" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="52AF7E9E-F611-48C3-90C9-9110FB158A73" version-id="FD88787C-7095-4A2F-B442-00482EAB6C26" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243164" is-modified="true" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">4b5fe9b3210d315454ac62d0705d915d</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="L">N</ml:id> <ml:real>2</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="19"> <element-image-map> <box left="1.5" top="0.75" width="30" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39471" left="6" top="302.25" width="243" height="12" align-x="6" align-y="312" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Slab Depth <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Table 2.5.2.6.3-1:<sp count="2"/>Simple span; reinforced concrete.</inlineAttr> </f> </text> </region> <region region-id="39473" left="6" top="321" width="129" height="16.5" align-x="45" align-y="330" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="max">Span</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:minus/> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:apply> <ml:mult/> <ml:real>2</ml:real> <ml:real>6</ml:real> </ml:apply> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>29</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="20"/> </region> <region region-id="40327" left="138" top="322.5" width="213.75" height="19.5" align-x="139.5" align-y="330" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">6 in is<sp count="2"/>the offset from the end of beam to the center line of bearing</c> </f> </text> </region> <region region-id="40333" left="396" top="321" width="117.75" height="16.5" align-x="412.5" align-y="330" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="2">L</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>60</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:sequence> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>30</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="21"/> </region> <region region-id="40334" left="396" top="345" width="124.5" height="16.5" align-x="415.5" align-y="354" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="6C3DAD63-DA81-485B-88A5-B95F4875AA83" version-id="AE62662A-82A5-4761-BE04-0FE5F75A413A" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242924" is-modified="true" region-id="0" href="C:\Support\Design Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="6C3DAD63-DA81-485B-88A5-B95F4875AA83" version-id="AE62662A-82A5-4761-BE04-0FE5F75A413A" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243124" is-modified="true" region-id="0" href="C:\Support\Design Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">55c4c23729d2631320091784903199ea</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="2">W</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>30</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:sequence> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>30</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="22"> <element-image-map> <box left="1.5" top="0.75" width="123" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39474" left="6" top="340.5" width="156.75" height="31.5" align-x="33" align-y="360" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="min">H</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:div/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1.2</ml:real> <ml:parens> <ml:apply> <ml:plus/> <ml:id xml:space="preserve" subscript="max">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>10</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:apply> </ml:parens> </ml:apply> <ml:real>30</ml:real> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>18.720000000000002</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="23"/> </region> <region region-id="39475" left="168" top="352.5" width="52.5" height="9.75" align-x="168" align-y="360" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">-------------- > use</f> </text> </region> <region region-id="39476" left="228" top="351" width="123" height="16.5" align-x="255.75" align-y="360" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="slab">H</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">Ceil</ml:id> <ml:sequence> <ml:id xml:space="preserve" subscript="min">H</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:sequence> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>19</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="24"/> </region> <region region-id="40311" left="6" top="368.25" width="486" height="21.75" align-x="6" align-y="378" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Equivalent Live Load Strip Width <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Article 4.6.2.3:<sp count="2"/>for bridges with more than one lane loaded; </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false"> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/>per SCDOT BDM, use the E value for the<sp count="2"/>entire </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false">length of </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false">bridge</inlineAttr> </f> </text> </region> <region region-id="39510" left="6" top="390.75" width="256.5" height="47.25" align-x="35.25" align-y="420" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="strip">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:apply> <ml:plus/> <ml:real>84</ml:real> <ml:apply> <ml:mult/> <ml:real>1.44</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve">Span</ml:id> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> </ml:apply> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:apply> <ml:apply> <ml:div/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:real>12</ml:real> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> </ml:apply> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:id xml:space="preserve" subscript="L">N</ml:id> </ml:apply> </ml:sequence> </ml:apply> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>11.011483516107226</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="25"/> </region> <region region-id="40210" left="270" top="398.25" width="180.75" height="39.75" align-x="313.5" align-y="420" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="6C3DAD63-DA81-485B-88A5-B95F4875AA83" version-id="AE62662A-82A5-4761-BE04-0FE5F75A413A" branch-id="00000000-0000-0000-0000-000000000000" revision-num="288300436" is-modified="true" region-id="0" href="C:\Support\Design Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="6C3DAD63-DA81-485B-88A5-B95F4875AA83" version-id="AE62662A-82A5-4761-BE04-0FE5F75A413A" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242844" is-modified="true" region-id="0" href="C:\Support\Design Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">51831da2a48036c3434e18b2325c8f01</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="one_lane">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:parens> <ml:apply> <ml:plus/> <ml:real>10</ml:real> <ml:apply> <ml:mult/> <ml:real>5</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve" subscript="2">L</ml:id> <ml:id xml:space="preserve" subscript="2">W</ml:id> </ml:apply> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:parens> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">ft</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>13.33333333333333</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="26"> <element-image-map> <box left="1.5" top="0.75" width="179.25" height="38.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39511" left="6" top="440.25" width="321" height="12" align-x="6" align-y="450" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Equivalent Strip Width at Edge of Slab <f size="8"> <inlineAttr font-weight="normal" underline="false"> Longitudinal Edges</inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Article 4.6.2.1.4b</inlineAttr> </f> </text> </region> <region region-id="40322" left="366" top="442.5" width="159.75" height="19.5" align-x="372" align-y="450" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">For fatigue only because it considers only one truck in one disign lane</c> </f> </text> </region> <region region-id="39513" left="6" top="459" width="294" height="16.5" align-x="93.75" align-y="468" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="edge_beam.one_lane">W</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:id xml:space="preserve" subscript="w">Barrier</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1.5</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult/> <ml:real>0.25</ml:real> <ml:provenance expr-id="1"> <originRef doc-id="97BFD336-BE2B-42FA-86BA-E6871AD26F22" version-id="D0EB27A9-510D-49C7-ACE0-C0CA204026D1" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243364" is-modified="true" region-id="39201" href="C:\Support\Design Examples\Flat Slab\Working 0909\150_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="97BFD336-BE2B-42FA-86BA-E6871AD26F22" version-id="D0EB27A9-510D-49C7-ACE0-C0CA204026D1" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="true" region-id="39201" href="C:\Support\Design Examples\Flat Slab\Working 0909\150_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">48a17e3e238abeb22610627ac81e2130</contentHash> <ml:id xml:space="preserve" subscript="one_lane">E</ml:id> </ml:provenance> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>5.9583333333333321</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="27"> <element-image-map> <box left="212.25" top="0.75" width="36" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="40323" left="324" top="466.5" width="208.5" height="31.5" align-x="333.75" align-y="474" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">Note:<sp count="2"/>1.5 in is the distance between the back edge of the barrier and the edge of the slab (the lip); use E</c> </f> <f size="8"> <c val="#f00"> one_lane </c> </f> <f size="8"> <c val="#f00"> because there is only 1 lane on the edge.</c> </f> </text> </region> <region region-id="40288" left="6" top="483" width="246" height="16.5" align-x="60" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math 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item-idref="28"/> </region> <region region-id="40163" left="546" top="482.25" width="192.75" height="12" align-x="546" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Loads: <inlineAttr font-weight="normal" underline="false"> <sp count="2"/> </inlineAttr> <f size="8"> <inlineAttr font-weight="normal" underline="false">Barrier: 2 @ 0.410 klf & FWS:<sp count="2"/>0.015 ksf</inlineAttr> </f> </text> </region> <region region-id="40325" left="750" top="484.5" width="294.75" height="9.75" align-x="750" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">per SCDOT BDM Article 15.4.7:<sp count="2"/>distribute the barrier across</f> <f size="8">the width of the bridge</f> </text> </region> <region 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<center>{\rtf1\ansi\ansicpg1252\deff0\deflang1033{\fonttbl{\f0\fswiss\fprq2\fcharset0 Arial;}{\f1\fscript\fprq14\fcharset0 Arial;}} {\colortbl ;\red0\green0\blue0;} \viewkind4\uc1\pard\qc\cf1\f0\fs16 Page \{n\} of \{nn\}\cf0\f1\fs18\par }</center> </footer> </pageModel> <colorModel background-color="#fff" default-highlight-color="#80ffff"/> <language math="en" UI="en"/> </presentation> <calculation> <builtInVariables array-origin="0" convergence-tolerance="0.001" constraint-tolerance="0.001" random-seed="1" prn-precision="4" prn-col-width="8"/> <calculationBehavior automatic-recalculation="true" matrix-strict-singularity-check="false" optimize-expressions="false" exact-boolean="true" strings-use-origin="false" zero-over-zero="error"> <compatibility multiple-assignment="MC12" local-assignment="MC11"/> </calculationBehavior> <units> <currentUnitSystem name="us" customized="false"/> </units> </calculation> <editor view-annotations="false" view-regions="false"> <ruler is-visible="false" ruler-unit="in"/> <grid granularity-x="6" granularity-y="6"/> </editor> <fileFormat image-type="image/png" image-quality="75" save-numeric-results="true" exclude-large-results="true" save-text-images="false" screen-dpi="96"/> <miscellaneous> <handbook handbook-region-tag-ub="40334" can-delete-original-handbook-regions="true" can-delete-user-regions="true" can-print="true" can-copy="true" can-save="true" file-permission-mask="4294967295"/> </miscellaneous> </settings> <regions> <region region-id="38942" left="6" top="2.25" width="42.75" height="12" align-x="6" align-y="12" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> GIVEN: </text> </region> <region region-id="38943" left="378" top="4.5" width="147.75" height="47.25" align-x="378" align-y="12" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#dcdf9f" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">See pages 579-597 of </f> <f size="8"> Design of Highway Bridges: An LRFD Approach </f> <f size="8">(Second Edition) by Richard M. Barker and Jay A. Puckett for Example Problem for Concrete Barrier Strength</f> </text> </region> <region region-id="38882" left="552" top="2.25" width="510" height="413.25" align-x="552" align-y="12" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Qcon Input: <f size="8"> <tab/>General Properties:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8"> Dynamic Load Allowance: </f> <f size="8"> <tab/> <tab/> </f> <f size="8"> <inlineAttr underline="false">Number of Spans: 1<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Truck = 33%</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>Span Continuity:<sp count="2"/>Simple Span<tab/> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Lane = 0%</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Select System of Units:<sp count="2"/>Traditional US Units<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Fatigue = 15%</f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8"> Bridge Geometry:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8"> Pedestrian Live Load: </f> <f size="8"> <tab/> <tab/> </f> <f size="8">Span Geometry:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Uniform Live Load = 0 lb/ft</f> <f size="8"> <tab/> <tab/> <tab/>Span Length:<sp count="2"/>29.0 ft<tab/> <tab/> <tab/> </f> <f size="8">Load Factors:</f> <f size="8"> <tab/> <tab/> <tab/> <sp/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Strength I:</f> <f size="8"> <tab/> <tab/>Boundary Conditions:<tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>0.9(min) 1.25(max)</f> <f size="8"> <tab/> <tab/> <tab/>Left Support:<sp count="2"/>Pinned<tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Wearing Surface:<sp count="2"/>0.65(min) 1.50 (max)</f> <f size="8"> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Live Load (LL & PL): 1.75</f> <f size="8"> <tab/> <tab/> <tab/>Right Support:<sp count="2"/>Pinned<tab/> <tab/> <tab/> </f> <f size="8">Service I:</f> <f size="8"> <tab/> </f> <f size="8"> Cross Section Description:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <tab/> <tab/> </f> <f size="8"> <inlineAttr underline="false">Ex</inlineAttr> </f> <inlineAttr underline="false"> <f size="8">terior Span Properties/Interior Span Properties:<tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/>Section Material Properties:<tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Live Load (LL & PL): 1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8"> <c val="#00f">A</c> </f> <c val="#00f"> <f size="8">x</f> </c> <c val="#00f"> <f size="8"> = 2477.584 in</f> </c> <c val="#00f"> <f size="8">2 </f> </c> <c val="#00f"> <f size="8">(Strip) </f> </c> <f size="8"> <inlineAttr underline="false"> <c val="#00f"> 1210.021 in</c> </inlineAttr> </f> <c val="#00f"> <inlineAttr underline="false"> <f size="8">2 (</f> </inlineAttr> </c> <inlineAttr underline="false"> <f size="8"> <c val="#00f">Edge)</c> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8"> <tab/> </f> </inlineAttr> <f size="8">Service II:</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <c val="#00f">I</c> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8"> <c val="#00f">z</c> </f> </inlineAttr> <f size="8"> <c val="#00f"> <inlineAttr underline="false"> = 72585.463 in</inlineAttr> </c> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f"> 4 </c> </inlineAttr> </f> <c val="#00f"> <f size="8"> <inlineAttr underline="false">(Strip) 35449.832</inlineAttr> </f> </c> <c val="#00f"> <f size="8"> in</f> </c> <c val="#00f"> <f size="8">4 </f> </c> <f size="8"> <c val="#00f">(Edge)</c> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> </f> </inlineAttr> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <c val="#00f"> <inlineAttr underline="false"> <f size="8">Mod.E = 3640 ksi</f> </inlineAttr> </c> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <c val="#00f"> <f size="8"> <inlineAttr underline="false">Unit Wgt = 150 pcf</inlineAttr> </f> </c> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Live Load (LL & PL): 1.30</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Live Load Distribution Factors:<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Service III:</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> <tab/>Str/Serv Limit State Moment = 1.000<tab/> <tab/> </f> </inlineAttr> <f size="8">Components (DC):<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Str/Serv Limit State Shear = 1.000<tab/> <tab/> </inlineAttr> </f> <f size="8">Wearing Surface:<sp count="2"/>1.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Fatigue Moment = 1.000<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Live Load (LL & PL): 0.80</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> <tab/>Fatigue Shear = 1.000<tab/> <tab/> </inlineAttr> </f> <f size="8">Fatigue:</f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8">Standard Dead Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> <f size="8">Components (DC):<sp count="2"/>0.00</f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>DC Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8">Wearing Surface:<sp count="2"/>0.00</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Generate Self Weight Dead Load<tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Live Load (LL & PL): 1.5</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Traffic Barrier = 241 plf (Strip)<sp count="2"/>118 plf (Edge)</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> <f size="8"> Analysis Parameters: </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>DW Loads:<tab/> <tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8">Minimum Number of Analysis Points = 10</f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/>Utilities:<sp count="2"/>leave unchecked<tab/> <tab/> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Use 60 to give you points every 6"</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/> <tab/> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <c val="#00f">Overlay = 151 plf (strip)<sp count="2"/>75 plf (edge)</c> </inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Add an additional uniform load for the 1/4" sacrifical wearing surface</inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> <tab/> </f> </inlineAttr> <f size="8"> <c val="#00f"> <inlineAttr underline="false">Uniform Load (0' - 30' for all spans) = 34 plf (strip) 17 plf (edge)</inlineAttr> </c> </f> <inlineAttr underline="false"> <f size="8"> <tab/> </f> </inlineAttr> <f size="8"> Live Load Generation Parameters: </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/>Design Tandem:<sp count="2"/>Enabled</f> </inlineAttr> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Design Truck:<sp count="2"/>17 rear axle spacing increment</inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Dual Truck Train:<sp count="2"/>Enabled</inlineAttr> </f> <inlineAttr underline="false"> <f size="8"> <tab/> <tab/> </f> </inlineAttr> <inlineAttr underline="false"> <f size="8">Dual Tandem Train:<sp count="2"/>Range 26.0' to 30.0' using 5 increments </f> </inlineAttr> <f size="8"> <inlineAttr underline="false"> <tab/> <tab/>Fatigue Truck:<sp count="2"/>Enabled</inlineAttr> </f> <f size="8"> <inlineAttr underline="false"> <tab/> </inlineAttr> </f> </text> </region> <region region-id="38944" left="6" top="15" width="71.25" height="12.75" align-x="47.25" align-y="24" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef 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xmlns="http://schemas.mathsoft.com/provenance10">c2d6088bcfe0ada0612c197703d92124</contentHash> <ml:define> <ml:id xml:space="preserve">Roadway</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>34.0</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="1"> <element-image-map> <box left="1.5" top="0.75" width="69.75" height="11.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="38945" left="240" top="15" width="119.25" height="16.5" align-x="268.5" align-y="24" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>37</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>3</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>37.25</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="2"/> </region> <region region-id="38946" left="6" top="33" width="54.75" height="12.75" align-x="30.75" align-y="42" show-border="true" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>30.0</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="3"/> </region> <region region-id="39109" left="6" top="51" width="115.5" height="16.5" align-x="44.25" align-y="60" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="w">Barrier</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>6</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>1.5</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="4"/> </region> <region region-id="39110" left="240" top="45" width="91.5" height="22.5" align-x="288" align-y="60" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="barrier">Area</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>2.7157</ml:real> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:define> </math> <rendering item-idref="5"/> </region> <region region-id="39215" left="6" top="74.25" width="63" height="12" align-x="6" align-y="84" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> CONSTANTS: </text> </region> <region region-id="39216" left="6" top="87" width="42.75" height="16.5" align-x="21" align-y="96" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242884" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">d48c0c34e3cdc4ac500868e65da3d8cd</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="y">f</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>60</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="6"> <element-image-map> <box left="1.5" top="0.75" width="41.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39217" left="66" top="88.5" width="49.5" height="9.75" align-x="66" align-y="96" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.3.1</f> </text> </region> <region region-id="39218" left="240" top="87" width="36.75" height="16.5" align-x="253.5" align-y="96" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242884" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">dee1b2b331d894eedb15ac9e43cdc8ed</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="c">f</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>4</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="7"> <element-image-map> <box left="1.5" top="0.75" width="35.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39219" left="300" top="88.5" width="49.5" height="9.75" align-x="300" align-y="96" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.2.1</f> </text> </region> <region region-id="39314" left="6" top="110.25" width="91.5" height="33.75" align-x="52.5" align-y="126" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242844" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">928254497807d05c260864bc0750c71d</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="wt">concrete</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>0.150</ml:real> <ml:apply> <ml:div/> <ml:id xml:space="preserve">kip</ml:id> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>3</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="8"> <element-image-map> <box left="1.5" top="0.75" width="90" height="32.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39391" left="108" top="118.5" width="51" height="9.75" align-x="108" align-y="126" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 3.5.1-1</f> </text> </region> <region region-id="39392" left="240" top="117" width="69.75" height="16.5" align-x="268.5" align-y="126" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">51dbf050528ea4e88d325d7bfe92286a</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="steel">E</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>29000</ml:real> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:define> </ml:provenance> </math> <rendering item-idref="9"> <element-image-map> <box left="1.5" top="0.75" width="68.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39393" left="324" top="118.5" width="49.5" height="9.75" align-x="324" align-y="126" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.4.3.2</f> </text> </region> <region region-id="39318" left="6" top="147" width="32.25" height="12.75" align-x="18.75" align-y="156" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243124" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">546f64daef3f1b3f3cffaa9a9d8d3a1b</contentHash> <ml:define> <ml:id xml:space="preserve">ϕ</ml:id> <ml:real>0.9</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="10"> <element-image-map> <box left="1.5" top="0.75" width="30.75" height="11.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39319" left="48" top="148.5" width="462.75" height="9.75" align-x="60.75" align-y="156" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Article 5.5.4.2.1:<sp count="2"/>0.9 for Strength Limit State - flexure of tension controlled reinforced concrete members; conventional construction</f> </text> </region> <region region-id="39320" left="72" top="160.5" width="452.25" height="19.5" align-x="78.75" align-y="168" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Sacrificial wearing surface is 1/4" that is ground down for resurfacing & will result in a 18.75" thick slab having a 1" bottom clearance and 2 1/4" top clearance.</f> </text> </region> <region region-id="39321" left="6" top="165" width="54.75" height="12.75" align-x="30" align-y="174" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">SWS</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>0.25</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="11"/> </region> <region region-id="39322" left="6" top="183" width="84.75" height="16.5" align-x="31.5" align-y="192" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="top">cl</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult style="auto-select"/> <ml:real>2.5</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>2.5</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="12"/> </region> <region region-id="40294" left="276" top="183" width="70.5" height="16.5" align-x="300.75" align-y="192" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="bot">cl</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>1</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="13"/> </region> <region region-id="40292" left="384" top="184.5" width="134.25" height="9.75" align-x="384" align-y="192" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 5.12.3-1:<sp count="2"/>clear cover @ bottom</f> </text> </region> <region region-id="40297" left="108" top="190.5" width="123" height="9.75" align-x="108" align-y="198" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Table 5.12.3-1:<sp count="2"/>clear cover @ top</f> </text> </region> <region region-id="39326" left="6" top="207" width="43.5" height="12.75" align-x="25.5" align-y="216" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Bw</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:define> </math> <rendering item-idref="14"/> </region> <region region-id="39327" left="72" top="208.5" width="87" height="9.75" align-x="72" align-y="216" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Convert to 1 ft width</f> </text> </region> <region region-id="39328" left="240" top="207" width="39.75" height="16.5" align-x="255.75" align-y="216" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243204" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242924" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">79aab21759ca3e23588eda393ec8b094</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="e">γ</ml:id> <ml:real>0.75</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="15"> <element-image-map> <box left="1.5" top="0.75" width="38.25" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39329" left="288" top="208.5" width="210.75" height="19.5" align-x="306" align-y="216" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Exposure factor of 0.75 for all bridge decks susceptible to </f> <f size="8">de-icing agent exposure per SCDOT BDM 15.1.7 page 15-5</f> </text> </region> <region region-id="39330" left="6" top="228.75" width="129" height="18.75" align-x="34.5" align-y="240" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243124" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="8A5EB305-3945-4F29-ADDC-EEA94A8E785A" version-id="7DACB50D-0233-43D5-B5B9-5F47875BA55D" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242804" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working 2.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">a1fd430ef645829d3a20a8a88ff42efb</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="conc">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:real>1820</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve" subscript="c">f</ml:id> <ml:id xml:space="preserve">ksi</ml:id> </ml:apply> </ml:apply> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">ksi</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>3640</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="kips_per_sq_inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="16"> <element-image-map> <box left="1.5" top="0.75" width="127.5" height="17.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39331" left="156" top="232.5" width="54.75" height="9.75" align-x="156" align-y="240" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Eq. C5.4.2.4-1</f> </text> </region> <region region-id="39332" left="240" top="231" width="45.75" height="12.75" align-x="266.25" align-y="240" show-border="true" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">MPF</ml:id> <ml:real>1.2</ml:real> </ml:define> </math> <rendering item-idref="17"/> </region> <region region-id="39333" left="294" top="232.5" width="162.75" height="9.75" align-x="310.5" align-y="240" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">Multiple Presence Factor AASHTO 3.6.1.1.2-1</f> </text> </region> <region region-id="39421" left="6" top="254.25" width="247.5" height="12" align-x="6" align-y="264" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Number of Lanes <f size="8"> <inlineAttr font-weight="normal"> <sp/> </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal"> SCDOT BDM Article 13.3.2.6, Article 3.6.1.1.1</inlineAttr> </f> </text> </region> <region region-id="39422" left="6" top="266.25" width="124.5" height="27.75" align-x="33.75" align-y="282" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve">Lanes</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">floor</ml:id> <ml:apply> <ml:div/> <ml:id xml:space="preserve">Roadway</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <ml:real>2</ml:real> </result> </ml:eval> </ml:define> </math> <rendering item-idref="18"/> </region> <region region-id="39423" left="270" top="274.5" width="52.5" height="9.75" align-x="270" align-y="282" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">-------------- > use</f> </text> </region> <region region-id="39424" left="360" top="273" width="31.5" height="16.5" align-x="378.75" align-y="282" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:provenance expr-id="1" xmlns:ml="http://schemas.mathsoft.com/math30"> <originRef doc-id="97338194-075F-434F-A2FA-8CA63B7451E5" version-id="CE497DD0-67E8-43F9-9C71-B711CA2A699B" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242924" is-modified="false" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\Reinforcement working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="52AF7E9E-F611-48C3-90C9-9110FB158A73" version-id="FD88787C-7095-4A2F-B442-00482EAB6C26" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243164" is-modified="true" region-id="0" href="C:\Documents and Settings\HollowellBM\My Documents\Support\Design Examples\Flat Slab\60 ft Flat Slab\32 Barrier Parapet\working.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">4b5fe9b3210d315454ac62d0705d915d</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="L">N</ml:id> <ml:real>2</ml:real> </ml:define> </ml:provenance> </math> <rendering item-idref="19"> <element-image-map> <box left="1.5" top="0.75" width="30" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39471" left="6" top="302.25" width="243" height="12" align-x="6" align-y="312" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Slab Depth <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Table 2.5.2.6.3-1:<sp count="2"/>Simple span; reinforced concrete.</inlineAttr> </f> </text> </region> <region region-id="39473" left="6" top="321" width="129" height="16.5" align-x="45" align-y="330" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="max">Span</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:minus/> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:apply> <ml:mult/> <ml:real>2</ml:real> <ml:real>6</ml:real> </ml:apply> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>29</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="20"/> </region> <region region-id="40327" left="138" top="322.5" width="213.75" height="19.5" align-x="139.5" align-y="330" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">6 in is<sp count="2"/>the offset from the end of beam to the center line of bearing</c> </f> </text> </region> <region region-id="40333" left="396" top="321" width="117.75" height="16.5" align-x="412.5" align-y="330" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="2">L</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:id xml:space="preserve">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>60</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:sequence> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>30</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> 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Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">55c4c23729d2631320091784903199ea</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="2">W</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>30</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:sequence> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>30</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="22"> <element-image-map> <box left="1.5" top="0.75" width="123" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39474" left="6" top="340.5" width="156.75" height="31.5" align-x="33" align-y="360" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="min">H</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:div/> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1.2</ml:real> <ml:parens> <ml:apply> <ml:plus/> <ml:id xml:space="preserve" subscript="max">Span</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>10</ml:real> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> </ml:apply> </ml:parens> </ml:apply> <ml:real>30</ml:real> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>18.720000000000002</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="23"/> </region> <region region-id="39475" left="168" top="352.5" width="52.5" height="9.75" align-x="168" align-y="360" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">-------------- > use</f> </text> </region> <region region-id="39476" left="228" top="351" width="123" height="16.5" align-x="255.75" align-y="360" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#80ffff" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="slab">H</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:id xml:space="preserve">Ceil</ml:id> <ml:sequence> <ml:id xml:space="preserve" subscript="min">H</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:sequence> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">in</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>19</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="inch"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="24"/> </region> <region region-id="40311" left="6" top="368.25" width="486" height="21.75" align-x="6" align-y="378" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Equivalent Live Load Strip Width <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Article 4.6.2.3:<sp count="2"/>for bridges with more than one lane loaded; </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false"> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/> <tab/>per SCDOT BDM, use the E value for the<sp count="2"/>entire </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false">length of </inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false">bridge</inlineAttr> </f> </text> </region> <region region-id="39510" left="6" top="390.75" width="256.5" height="47.25" align-x="35.25" align-y="420" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="strip">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:apply> <ml:id xml:space="preserve">min</ml:id> <ml:sequence> <ml:apply> <ml:plus/> <ml:real>84</ml:real> <ml:apply> <ml:mult/> <ml:real>1.44</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve">Span</ml:id> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> </ml:apply> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:apply> <ml:apply> <ml:div/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:real>12</ml:real> <ml:id xml:space="preserve" subscript="w">Slab</ml:id> </ml:apply> <ml:id xml:space="preserve">ft</ml:id> </ml:apply> <ml:id xml:space="preserve" subscript="L">N</ml:id> </ml:apply> </ml:sequence> </ml:apply> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> 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doc-id="6C3DAD63-DA81-485B-88A5-B95F4875AA83" version-id="AE62662A-82A5-4761-BE04-0FE5F75A413A" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115242844" is-modified="true" region-id="0" href="C:\Support\Design Examples\Flat Slab\Working 0909\60_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">51831da2a48036c3434e18b2325c8f01</contentHash> <ml:define> <ml:id xml:space="preserve" subscript="one_lane">E</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:mult/> <ml:parens> <ml:apply> <ml:plus/> <ml:real>10</ml:real> <ml:apply> <ml:mult/> <ml:real>5</ml:real> <ml:apply> <ml:sqrt/> <ml:apply> <ml:div/> <ml:apply> <ml:mult/> <ml:id xml:space="preserve" subscript="2">L</ml:id> <ml:id xml:space="preserve" subscript="2">W</ml:id> </ml:apply> <ml:apply> <ml:pow/> <ml:id xml:space="preserve">ft</ml:id> <ml:real>2</ml:real> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:apply> </ml:parens> <ml:id xml:space="preserve">in</ml:id> </ml:apply> <ml:unitOverride> <ml:id xml:space="preserve">ft</ml:id> </ml:unitOverride> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>13.33333333333333</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </ml:provenance> </math> <rendering item-idref="26"> <element-image-map> <box left="1.5" top="0.75" width="179.25" height="38.25" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="39511" left="6" top="440.25" width="321" height="12" align-x="6" align-y="450" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="false"> Equivalent Strip Width at Edge of Slab <f size="8"> <inlineAttr font-weight="normal" underline="false"> Longitudinal Edges</inlineAttr> </f> <f size="8"> <inlineAttr font-weight="normal" underline="false"> <sp count="2"/>Article 4.6.2.1.4b</inlineAttr> </f> </text> </region> <region region-id="40322" left="366" top="442.5" width="159.75" height="19.5" align-x="372" align-y="450" show-border="false" show-highlight="true" is-protected="true" z-order="0" background-color="#ffff80" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">For fatigue only because it considers only one truck in one disign lane</c> </f> </text> </region> <region region-id="39513" left="6" top="459" width="294" height="16.5" align-x="93.75" align-y="468" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="edge_beam.one_lane">W</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:id xml:space="preserve" subscript="w">Barrier</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1.5</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult/> <ml:real>0.25</ml:real> <ml:provenance expr-id="1"> <originRef doc-id="97BFD336-BE2B-42FA-86BA-E6871AD26F22" version-id="D0EB27A9-510D-49C7-ACE0-C0CA204026D1" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243364" is-modified="true" region-id="39201" href="C:\Support\Design Examples\Flat Slab\Working 0909\150_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </originRef> <parentRef doc-id="97BFD336-BE2B-42FA-86BA-E6871AD26F22" version-id="D0EB27A9-510D-49C7-ACE0-C0CA204026D1" branch-id="00000000-0000-0000-0000-000000000000" revision-num="115243084" is-modified="true" region-id="39201" href="C:\Support\Design Examples\Flat Slab\Working 0909\150_FS_Data.xmcd" xmlns="http://schemas.mathsoft.com/provenance10"> <hash/> </parentRef> <comment xmlns="http://schemas.mathsoft.com/provenance10"/> <originComment xmlns="http://schemas.mathsoft.com/provenance10"/> <contentHash xmlns="http://schemas.mathsoft.com/provenance10">48a17e3e238abeb22610627ac81e2130</contentHash> <ml:id xml:space="preserve" subscript="one_lane">E</ml:id> </ml:provenance> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>5.9583333333333321</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="27"> <element-image-map> <box left="212.25" top="0.75" width="36" height="15" expr-idref="1" xmlns="http://schemas.mathsoft.com/worksheet30"/> </element-image-map> </rendering> </region> <region region-id="40323" left="324" top="466.5" width="208.5" height="31.5" align-x="333.75" align-y="474" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8"> <c val="#f00">Note:<sp count="2"/>1.5 in is the distance between the back edge of the barrier and the edge of the slab (the lip); use E</c> </f> <f size="8"> <c val="#f00"> one_lane </c> </f> <f size="8"> <c val="#f00"> because there is only 1 lane on the edge.</c> </f> </text> </region> <region region-id="40288" left="6" top="483" width="246" height="16.5" align-x="60" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <math optimize="false" disable-calc="false"> <ml:define xmlns:ml="http://schemas.mathsoft.com/math30"> <ml:id xml:space="preserve" subscript="edge_beam">W</ml:id> <ml:eval placeholderMultiplicationStyle="default"> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:apply> <ml:plus/> <ml:id xml:space="preserve" subscript="w">Barrier</ml:id> <ml:apply> <ml:mult style="auto-select"/> <ml:real>1.5</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult style="auto-select"/> <ml:real>12</ml:real> <ml:id xml:space="preserve">in</ml:id> </ml:apply> </ml:apply> <ml:apply> <ml:mult/> <ml:real>0.25</ml:real> <ml:id xml:space="preserve" subscript="strip">E</ml:id> </ml:apply> </ml:apply> <result xmlns="http://schemas.mathsoft.com/math30"> <unitedValue> <ml:real>5.3778708790268057</ml:real> <unitMonomial xmlns="http://schemas.mathsoft.com/units10"> <unitReference unit="foot"/> </unitMonomial> </unitedValue> </result> </ml:eval> </ml:define> </math> <rendering item-idref="28"/> </region> <region region-id="40163" left="546" top="482.25" width="192.75" height="12" align-x="546" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> Loads: <inlineAttr font-weight="normal" underline="false"> <sp count="2"/> </inlineAttr> <f size="8"> <inlineAttr font-weight="normal" underline="false">Barrier: 2 @ 0.410 klf & FWS:<sp count="2"/>0.015 ksf</inlineAttr> </f> </text> </region> <region region-id="40325" left="750" top="484.5" width="294.75" height="9.75" align-x="750" align-y="492" show-border="false" show-highlight="false" is-protected="true" z-order="0" background-color="inherit" tag=""> <text use-page-width="false" push-down="false" lock-width="true"> <f size="8">per SCDOT BDM Article 15.4.7:<sp count="2"/>distribute the barrier across</f> <f size="8">the width of the bridge</f> </text> </region> <region 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