ADAPT full report

Project Name: Design Of Two-Way Slabs Specific Title: Group-5File Name: final safe adapt dgn Date of Generation: Saturday, April 30, 2016

email: [email protected] website: http://www.Adaptsoft.com1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 364-240164

Design Of Two-Way SlabsGroup-5

Saturday, April 30, 2016

TABLE OF CONTENT:

Concise Report

A. - Project Design Parameters and Load Combinations A.1 - Project Design Parameters A.2 - Load Combinations

B. - Design Strip Report Group-5 B.1 - Geometry B.2 - Applied Loads B.3 - Design Moments Envelope B.4 - Tendon Profile B.5 - Stress check / Code check Envelope B.6 - Rebar Report B.7 - Punching Shear B.8 - Deflection B.9 - Quantities

Tabular Reports - Compact

1 - User Specified General Analysis and Design Parameters

2 - Input Geometry 2.1 - Principal Span Data of Uniform Spans 2.7 - Support Width and Column Data

3 - Input Applied Loading 3.1 - Loading As Appears in User's Input Screen 3.2 - Compiled Loads

4 - Calculated Section Properties 4.1 - Section Properties of Uniform Spans and Cantilevers

5 - Moments, Shears and Reactions 5.1 - Span Moments and Shears (Excluding Live Load) 5.2 - Reactions and Column Moments (Excluding Live Load) 5.3 - Span Moments and Shears (Live Load) 5.4 - Reactions and Column Moments (Live Load)

6 - Moments Reduced to Face of Support 6.1 - Reduced Moments at Face of Support (Excluding Live Load) 6.2 - Reduced Moments at Face of Support (Live Load)

7 - Selected Post-Tensioning Forces and Tendon Profiles 7.1 - ` Profile 7.2 - Selected Post-Tensioning Forces and Tendon Drape 7.4 - Required Minimum Post-Tensioning Forces 7.5 - Service Stresses 7.6 - Post-Tensioning Balance Moments, Shears and Reactions

8 - Factored Moments and Reactions Envelope 8.1 - Factored Design Moments (Not Redistributed) 8.2 - Reactions and Column Moments 8.3 - Secondary Moments

10 - Mild Steel (No Redistribution) 10.1 - Required Rebar 10.1.1 - Total Strip Required Rebar 10.2 - Provided Rebar 10.2.1 - Total Strip Provided Rebar 10.2.2 - Total Strip Steel Disposition

13 - Punching Shear Reinforcement 13.1 - Critical Section Geometry 13.2 - Critical Section Stresses 13.3 - Punching Shear Reinforcement

14 - Deflections 14.1 - Maximum Span Deflections 14.3 - Maximum Span Deflections

16 - Unbalanced Moment Reinforcement 16.1 - No Redistribution

Tabular Reports - Detailed

21 - Tendon Heights

22 - Post-Tensioning Balanced Loading

23 - Detailed Moments

24 - Detailed Shears

25 - Factored Moments and Reactions

27 - Detailed Stresses

28 - Required Post-Tensioning

29 - Detailed Rebar

30 - Punching Shear Reinforcement

32 - Unbalanced Moment Reinforcement 32.1 - No Redistribution

34 - Demand Moment and Moment Capacity 34.2 - Based on Designed Values

35 - Detailed Deflections 35.1 - Detailed Deflections 35.3 - Detailed Deflections

36 - Detailed Deflections Live Load 36.1 - Detailed Deflections Live Load 36.3 - Detailed Deflections Live Load

Graphical Reports

PT-Force

PT-Profile

Deflection

Load Cases Selfweight Super Imposed Dead Live Other Prestressing Hyper-Static

Load Combinations SERVICE_1_Min_LL SERVICE_1_Max_LL SERVICE_2_Min_LL SERVICE_2_Max_LL STRENGTH_1_Min_LL STRENGTH_1_Max_LL STRENGTH_2_Min_LL STRENGTH_2_Max_LL INITIAL_MIN_LL INITIAL_MAX_LL Cracking_Moment Envelope

Legend

A. Design Parameters and Load Combinations

A.1 Project Design Parameters

ParameterValueParameterValueConcrete Fy (Main bars)60.00 ksiF'c for BEAMS/SLABS8000.00 psiFy (Shear reinforcement)60.00 ksiF'ci for BEAMS/SLABS8000.00 psiMinimum Cover at TOP1.00 inFor COLUMNS/WALLS8000.00 psiMinimum Cover at BOTTOM1.00 inEc for BEAMS/SLABS3605.00 ksiPost-tensioning For COLUMNS/WALLS3605.00 ksiSYSTEMUNBONDEDCREEP factor2.00Fpu270.00 ksiCONCRETE WEIGHTNORMALFse175.00 ksiUNIT WEIGHT150.00 pcfStrand area0.153 in 2Tension stress limits / (f'c)1/2 Min CGS from TOP1.00 inAt Top6.000Min CGS from BOT for interior spans1.00 inAt Bottom6.000Min CGS from BOT for exterior spans1.75 inCompression stress limits / f'c Min average precompression125.00 psiAt all locations0.450Max spacing / slab depth8.00Tension stress limits (initial) / (f'c)1/2 Analysis and design options At Top3.000Structural system - Equiv FrameTWO-WAYAt Bottom3.000Moments reduced to face of supportYESCompression stress limits (initial) / f'c Moment RedistributionNOAt all locations0.600DESIGN CODE SELECTEDAmerican-ACI318 (2011)/IBC 2012Reinforcement

A.2 Load Combinations

Strength load combinations1. 1.2 SW + 1.6 LL + 1.2 SDL + 1.6 X + 1 HYP 2. 1.4 SW + 1.4 SDL + 1 HYP

Service load combinations Sustained Load1. 1 SW + 0.3 LL + 1 SDL + 0.3 X + 1 PT Total Load2. 1 SW + 1 LL + 1 SDL + 1 X + 1 PT

Initial load combinations 1 SW + 1.15 PT

B. Design Strip Report: Group-5B.1 Geometry

- Plan

- Elevation

B.2 Applied loads

- Superimposed Dead Load

- Live Load

B.3 Design Moment

LOAD COMBINATION: Envelope

DESIGN MOMENT(Moment is drawn on tension side)

B.4 Tendon Profile

POST-TENSIONINGPROFILE

B.5 Stress check results / Code check


SERVICE COMBINATION STRESSES(Tension stress positive)

B.6 Rebar Report

Total Strip Provided RebarSpanIDLocationFromQuantitySizeLengthArea ft ftin2CL1TOP0.004631.501.7612TOP17.853622.501.3223TOP17.853622.501.3234TOP17.853611.501.32CL5TOP7.483618.501.3216TOP20.753616.501.3227TOP20.753616.501.3238TOP20.75368.501.32CL9BOT0.0068104.004.74

B.7 Punching Shear

Critical Section StressesLabelLayerCond.Factored shearFactored momentStress due to shearStress due to momentTotal stressAllowable stressStress ratio kk-ftksiksiksiksi 111-97.63-163.600.090.0680.1590.2440.653211-92.69+4.830.090.0020.0890.2440.365311-138.31+197.590.130.0820.2120.2300.920412-85.47-209.040.120.0970.2150.2680.799

Punching Shear ReinforcementReinforcement option: Shear StudsStud diameter: 0.5Number of rails per side: 2Col.DistDistDistDistDistDistDistDistDistDist inininininininininin1

2

3

4

Dist. = Distance measured from the face of supportNote: Columns with --- have not been checked for punching shear.Note: Columns with *** have exceeded the maximum allowable shear stress.

B.8 Deflection

DEFLECTION

B.9 Quantities

CONCRETE Total volume of concrete = 1527.03ft3 (56.56 yd3) Area covered = 1832.44 ft2

MILD STEEL Total weight of rebar = 2392.63 lbs Average rebar usage = 1.31 psf, 1.57 pcf

PRESTRESSING MATERIALTotal weight of tendon = 930.0 lbAverage tendon usage = 0.51 psf, 0.61 pcf

1 - USER SPECIFIED GENERAL ANALYSIS AND DESIGN PARAMETERS

ParameterValueParameterValueConcrete Fy (Main bars)60.00 ksiF'c for BEAMS/SLABS8000.00 psiFy (Shear reinforcement)60.00 ksiF'ci for BEAMS/SLABS8000.00 psiMinimum Cover at TOP1.00 inFor COLUMNS/WALLS8000.00 psiMinimum Cover at BOTTOM1.00 inEc for BEAMS/SLABS3605.00 ksiPost-tensioning For COLUMNS/WALLS3605.00 ksiSYSTEMUNBONDEDCREEP factor2.00Fpu270.00 ksiCONCRETE WEIGHTNORMALFse175.00 ksiUNIT WEIGHT150.00 pcfStrand area0.153 in 2Tension stress limits / (f'c)1/2 Min CGS from TOP1.00 inAt Top6.000Min CGS from BOT for interior spans1.00 inAt Bottom6.000Min CGS from BOT for exterior spans1.75 inCompression stress limits / f'c Min average precompression125.00 psiAt all locations0.450Max spacing / slab depth8.00Tension stress limits (initial) / (f'c)1/2 Analysis and design options At Top3.000Structural system - Equiv FrameTWO-WAYAt Bottom3.000Moments reduced to face of supportYESCompression stress limits (initial) / f'c Moment RedistributionNOAt all locations0.600DESIGN CODE SELECTEDAmerican-ACI318 (2011)/IBC 2012Reinforcement

2 - INPUT GEOMETRY

2.1 Principal Span Data of Uniform SpansSpanFormLengthWidthDepthTF WidthTF Thick.BF/MF WidthBF/MF Thick.RhRight Mult.Left Mult. ftininininininin C116.96168.0010.00 10.001.000.001129.00168.0010.00 10.001.000.002129.00168.0010.00 10.001.000.003129.00324.0010.00 10.000.500.50

2.7 Support Width and Column DataJointSupport WidthLength LCB(DIA.) LCD LC% LCCBC LCLength UCB(DIA.) UCD UC% UCCBC UC inftinin ftinin 124.010.524.024.0100(1)10.524.024.0100(1)224.010.524.024.0100(1)10.524.024.0100(1)324.010.524.024.0100(1)10.524.024.0100(1)424.010.524.024.0100(1)10.524.024.0100(1)

3 - INPUT APPLIED LOADING

3.1 Loading As Appears in User's Input ScreenSpanClassTypeWP1P2ABCFM k/ft2k/ftk/ftftftftkk-ftCANTLLU0.040 CANTSDLU0.020 1LLU0.040 1SDLU0.020 2LLU0.040 2SDLU0.020 3LLU0.040 3SDLU0.020

NOTE: SELFWEIGHT INCLUSION REQUIRED (SW= SELF WEIGHT Computed from geometry input and treated as dead loading. Unit selfweight W = 150.0 pcf NOTE: LIVE LOADING is SKIPPED with a skip factor of 1.00

3.2 Compiled loadsSpanClassTypeP1P2FMABCReduction Factor k/ftk/ftkk-ftftftft%CLLLU0.560 0.000CLSDLU0.280 CLSWU1.750 1LLU0.560 0.0001SDLU0.280 1SWU1.750 2LLU0.560 0.0002SDLU0.280 2SWU1.750 3LLU1.080 0.0003SDLU0.540 3SWU3.375

4 - CALCULATED SECTION PROPERTIES

4.1 Section Properties of Uniform Spans and CantileversSpanAreaIYbYt in2in4ininCANT1680.000.14E+055.005.0011680.000.14E+055.005.0021680.000.14E+055.005.0033240.000.27E+055.005.00

5 - MOMENTS, SHEARS AND REACTIONS

5.1 Span Moments and Shears (Excluding Live Load)SpanLoad Case Moment LeftMoment MidspanMoment Right Shear Left Shear Right k-ftk-ftk-ftkkCANTSW-----------251.69-----29.681SW-184.9142.50-98.03-28.3722.382SW-103.9953.42-157.10-23.5427.213SW-248.59161.87-137.26-52.7845.10CANTSDL-----------40.27-----4.751SDL-29.596.80-15.69-4.543.582SDL-16.648.55-25.14-3.774.353SDL-39.7725.90-21.96-8.447.22CANTXL----------0.00-----0.001XL0.000.000.000.000.002XL0.000.000.000.000.003XL0.000.000.000.000.00

5.2 Reactions and Column Moments (Excluding Live Load)JointLoad CaseReactionMoment Lower ColumnMoment Upper Column kk-ftk-ft1SW58.0534.5732.202SW45.92-3.09-2.873SW79.98-47.37-44.124SW45.1071.0666.191SDL9.295.535.152SDL7.35-0.49-0.463SDL12.80-7.58-7.064SDL7.2211.3710.591XL0.000.000.002XL0.000.000.003XL0.000.000.004XL0.000.000.00

5.3 Span Moments and Shears (Live Load)Span Moment Left Max Moment Left MinMoment Midspan MaxMoment Midspan MinMoment Right MaxMoment Right Min Shear Left Shear Right k-ftk-ftk-ftk-ftk-ftk-ftkkCL---------------------80.54----------9.501-63.14-21.1129.83-16.23-47.923.41-9.679.042-45.58-4.1926.49-9.39-57.59-7.96-8.599.533-82.09-11.1456.96-5.16-48.304.38-17.0015.09

5.4 Reactions and Column Moments (Live Load)JointReaction MaxReaction MinMoment Lower Column MaxMoment Lower Column MinMoment Upper Column MaxMoment Upper Column Min kkk-ftk-ftk-ftk-ft119.177.2024.45-13.3922.77-12.47217.635.4211.08-12.0710.32-11.24326.538.1514.29-29.4513.31-27.43415.09-0.6625.01-2.2723.29-2.11

6 - MOMENTS REDUCED TO FACE OF SUPPORT

6.1 Reduced Moments at Face of Support (Excluding Live Load)SpanLoad Case Moment LeftMoment MidspanMoment Right k-ftk-ftk-ftCANTSW-----------222.921SW-157.4242.50-76.532SW-81.3353.42-130.753SW-197.50161.83-93.83CANTSDL-----------35.661SDL-25.186.80-12.242SDL-13.018.55-20.933SDL-31.6025.90-15.02CANTXL----------0.001XL0.000.000.002XL0.000.000.003XL0.000.000.00

6.2 Reduced Moments at Face of Support (Live Load)SpanMoment Left MaxMoment Left MinMoment Midspan MaxMoment Midspan MinMoment Right MaxMoment Right Min k-ftk-ftk-ftk-ftk-ftk-ftCL---------------------71.33-----1-53.76-14.1929.83-16.23-39.162.122-37.27-4.4226.48-9.39-48.34-8.063-65.62-10.6456.97-5.16-33.753.72

7 - SELECTED POST-TENSIONING FORCES AND TENDON PROFILES

7.1 Tendon ProfileTendon ASpanTypeX1/LX2/LX3/LA/LCL2------0.100---110.0000.5000.000---210.0000.5000.000---310.0000.5000.000---

7.2 Selected Post-Tensioning Forces and Tendon DrapeTendon ASpanForceCGS LeftCGS C1CGS C2CGS RightP/AWbalWBal (%DL) kininininpsik/- CL433.8725.00------9.00258.261.117551433.8729.00---3.509.00258.261.892932433.8729.00---3.509.00258.261.892933433.8729.00---1.755.00133.911.80646

All TendonsSpanForceTotal P/ATotal WBal (%DL) kpsi CL433.872258.26551433.872258.26932433.872258.26933433.872133.9146

Approximate weight of strand: 930.0 LB

7.4 Required Minimum Post-Tensioning Forces Based on Stress Conditions Based on Minimum P/ATypeLeftCenterRightLeftCenterRight kkkkkkCL----------433.44----------210.001278.350.007.09210.00210.00210.00216.710.00185.79210.00210.00210.003122.3010.070.00405.00405.00405.00

7.5 Service Stresses (tension shown positive)Envelope of Service 1SpanLeft Top Max-TLeft Top Max-CLeft Bot Max-TLeft Bot Max-CCenter Top Max-TCenter Top Max-CCenter Bot Max-TCenter Bot Max-CRight Top Max-TRight Top Max-CRight Bot Max-TRight Bot Max-C psipsipsipsipsipsipsipsipsipsipsipsiCL----------------------------------------321.81-----------838.321109.25-----------625.76------237.54------338.20------333.90------235.692------306.57------257.87------290.24------272.40------98.54------480.133133.22-----------401.05------413.07145.25-----35.08-----------302.91

Envelope of Service 2SpanLeft Top Max-TLeft Top Max-CLeft Bot Max-TLeft Bot Max-CCenter Top Max-TCenter Top Max-CCenter Bot Max-TCenter Bot Max-CRight Top Max-TRight Top Max-CRight Bot Max-TRight Bot Max-C psipsipsipsipsipsipsipsipsipsipsipsiCL----------------------------------------535.78-----------1052.301270.52-----------787.04------327.03------386.90------340.26------353.162------306.57------369.70------369.70------300.57108.64-98.54------625.153235.31-----------503.13------501.68233.86-----87.58-----------355.41

7.6 Post-Tensioning Balance Moments, Shears and ReactionsSpan Moments and ShearsSpanMoment LeftMoment CenterMoment RightShear LeftShear Right k-ftk-ftk-ftkkCL----------144.58-----0.001113.00-63.08105.750.260.262105.58-62.46114.42-0.34-0.343128.58-79.2342.92-1.46-1.46

Reactions and Column MomentsJointReactionMoment Lower ColumnMoment Upper Column kk-ftk-ft1-0.255-2.555-2.38020.592-0.146-0.13631.12410.75810.0174-1.461-30.733-28.625

Note:Moments are reported at face of support

8 - FACTORED MOMENTS AND REACTIONS ENVELOPE

8.1 Factored Design Moments (Not Redistributed)SpanLeft MaxLeft Min Middle Max Middle MinRight MaxRight Min k-ftk-ftk-ftk-ftk-ftk-ftCL---------------------424.41-----1-310.32-247.0298.2624.55-181.26-115.212-185.15-132.58108.5451.14-263.45-198.993-361.47-273.50354.60255.20-126.72-66.77

8.2 Reactions and Column MomentsJointReaction MaxReaction MinMoment Lower Column MaxMoment Lower Column MinMoment Upper Column MaxMoment Upper Column Min kkk-ftk-ftk-ftk-ft1111.2292.0684.6924.1678.8822.50292.7273.1913.29-23.7512.38-22.123154.91125.50-32.31-102.30-30.10-95.30485.4660.27108.2064.56100.7860.14

8.3 Secondary MomentsSpanLeftMidspanRight k-ftk-ftk-ft1-5.19-8.63-12.072-12.31-8.20-4.09318.4538.1757.90

Note: Moments are reported at face of support

10 - MILD STEEL - NO REDISTRIBUTION

10.1 Required Rebar

10.1.1 Total Strip Required RebarSpanLocationFromToAs RequiredUltimateMinimumInitialUBC ftftin2in2in2in2in2CLTOP14.4216.962.831.622.830.000.001TOP0.004.352.830.002.830.000.001TOP24.6529.002.610.002.610.000.002TOP0.004.352.610.002.610.000.002TOP24.6529.002.610.002.610.000.003TOP0.004.352.610.732.610.000.003TOP24.6529.002.430.002.430.000.003BOT13.0518.854.300.584.300.000.00

10.2 Provided Rebar

10.2.1 Total Strip Provided RebarSpanIDLocationFromQuantitySizeLengthArea ft ftin2CL1TOP0.004631.501.7612TOP17.853622.501.3223TOP17.853622.501.3234TOP17.853611.501.32CL5TOP7.483618.501.3216TOP20.753616.501.3227TOP20.753616.501.3238TOP20.75368.501.32CL9BOT0.0068104.004.74

10.2.2 Total Strip Steel DispositionSpanIDLocationFromQuantitySizeLength ft ftCL1TOP0.004616.96CL5TOP7.48369.4811TOP0.004614.5412TOP17.853611.1515TOP0.00369.0216TOP20.75368.2522TOP0.003611.3523TOP17.853611.1526TOP0.00368.2527TOP20.75368.2533TOP0.003611.3534TOP17.853611.5037TOP0.00368.2538TOP20.75368.50CL9BOT0.006816.9619BOT0.006829.0029BOT0.006829.0039BOT0.006829.04

13 - PUNCHING SHEAR REINFORCEMENT

13.1 Critical Section GeometryColumnLayerCond.adb1b2 inininin1114.138.2532.2532.252114.138.2532.2532.253114.138.2532.2532.254124.138.2528.1332.25

13.2 Critical Section StressesLabelLayerCond.Factored shearFactored momentStress due to shearStress due to momentTotal stressAllowable stressStress ratio kk-ftksiksiksiksi 111-97.63-163.600.090.0680.1590.2440.653211-92.69+4.830.090.0020.0890.2440.365311-138.31+197.590.130.0820.2120.2300.920412-85.47-209.040.120.0970.2150.2680.799

13.3 Punching Shear ReinforcementReinforcement option: Shear StudsStud diameter: 0.5Number of rails per side: 2Col.DistDistDistDistDistDistDistDistDistDist inininininininininin1

2

3

4

Dist. = Distance measured from the face of supportNote: Columns with --- have not been checked for punching shear.Note: Columns with *** have exceeded the maximum allowable shear stress.

14 - DEFLECTIONS

14.1 Maximum Span Deflections - Service Combination 1SpanSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXSustainedTotal ininininininininCL0.920.430.571.72(118)0.39(527)0.00(*****)2.07(98)2.34(87)10.05-0.07-0.07-0.21(1689)-0.06(5807)0.00(*****)-0.26(1344)-0.30(1160)20.08-0.03-0.02-0.06(5567)-0.03(10312)0.00(*****)-0.09(4078)-0.10(3321)30.190.100.130.40(864)0.07(4920)0.00(*****)0.47(747)0.51(675)

14.3 Maximum Span Deflections - Service Combination 3SpanSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXSustainedTotal ininininininininCL0.920.430.571.72(118)0.39(527)0.00(*****)1.72(118)2.11(96)10.05-0.07-0.07-0.21(1689)-0.06(5807)0.00(*****)-0.21(1689)-0.26(1315)20.08-0.03-0.02-0.06(5567)-0.03(10312)0.00(*****)-0.06(5567)-0.09(3949)30.190.100.130.40(864)0.07(4920)0.00(*****)0.40(864)0.47(736)

Note: Deflections are calculated using effective moment of inertia of cracked sections.

16 - Unbalanced Moment Reinforcement

16.1 Unbalanced Moment Reinforcement - No RedistributionJointGamma LeftGamma RightWidth LeftWidth RightMoment Left NegMoment Left PosMoment Right NegMoment Right PosAs TopAs Botn Bar Topn Bar Bot ftftk-ftk-ftk-ftk-ftin2in2 10.600.603.253.25-114.090.000.000.000.000.000020.600.603.253.250.000.00-17.360.000.000.000030.600.603.254.500.000.00-98.020.000.000.000040.600.004.500.00-126.720.000.000.000.000.0000

21 - TENDON HEIGHTS

X/LXCGS ACGS BCGS C ftininin CL 0.000.0005.005.005.000.050.8485.015.015.010.101.6965.055.055.050.152.5445.115.115.110.203.3925.205.205.200.254.2405.315.315.310.305.0885.445.445.440.355.9365.605.605.600.406.7845.795.795.790.457.6326.006.006.000.508.4806.236.236.230.559.3286.496.496.490.6010.1766.786.786.780.6511.0247.097.097.090.7011.8727.427.427.420.7512.7207.787.787.780.8013.5688.168.168.160.8514.4168.578.578.570.9015.2649.009.009.000.9516.1129.009.009.001.0016.9609.009.009.00

X/LXCGS ACGS BCGS C ftininin SPAN 1 0.000.0009.009.009.000.051.4507.969.009.000.102.9007.029.009.000.154.3506.209.009.000.205.8005.489.009.000.257.2504.889.009.000.308.7004.389.009.000.3510.1504.009.009.000.4011.6003.729.009.000.4513.0503.569.009.000.5014.5003.509.009.000.5515.9503.569.009.000.6017.4003.729.009.000.6518.8503.999.009.000.7020.3004.389.009.000.7521.7504.889.009.000.8023.2005.489.009.000.8524.6506.209.009.000.9026.1007.029.009.000.9527.5507.969.009.001.0029.0009.009.009.00



22 - POST-TENSIONING BALANCED LOADING

SpanTypeWFMab k/ftkk-ftftftCL3-1.241 1.7016.96CL2 18.95 1.70 139458.165 0.000.0012 27.43 29.00 13-1.892 0.0014.5013-1.892 14.5029.00239458.165 0.000.0022 27.43 29.00 23-1.892 0.0014.5023-1.892 14.5029.003312467.580 0.000.0032 16.21 29.00 33-2.494 0.0014.5033-1.118 14.5029.00

23 - DETAILED MOMENTS

CLX/LXSWSDLXLLL MinLL MaxPTSecondary ftk-ftk-ftk-ftk-ftk-ftk-ftk-ft0.000.000.000.000.000.000.000.000.000.050.85-0.63-0.100.00-0.200.000.450.000.101.70-2.52-0.400.00-0.810.001.790.000.152.54-5.66-0.910.00-1.810.004.020.000.203.39-10.07-1.610.00-3.220.007.140.000.254.24-15.73-2.520.00-5.030.0011.160.000.305.09-22.65-3.620.00-7.250.0016.070.000.355.94-30.83-4.930.00-9.870.0021.870.000.406.78-40.27-6.440.00-12.890.0028.570.000.457.63-50.97-8.150.00-16.310.0036.160.000.508.48-62.92-10.070.00-20.140.0044.640.000.559.33-76.14-12.180.00-24.360.0054.010.000.6010.18-90.61-14.500.00-28.990.0064.280.000.6511.02-106.34-17.010.00-34.030.0075.440.000.7011.87-123.33-19.730.00-39.460.0087.490.000.7512.72-141.57-22.650.00-45.300.00100.430.000.8013.57-161.08-25.770.00-51.540.00114.270.000.8514.42-181.84-29.090.00-58.190.00129.000.000.9015.26-203.87-32.620.00-65.240.00144.620.000.9516.11-227.15-36.340.00-72.690.00144.620.001.0016.96-251.69-40.270.00-80.540.00144.620.00

SPAN 1X/LXSWSDLXLLL MinLL MaxPTSecondary ftk-ftk-ftk-ftk-ftk-ftk-ftk-ft0.000.00-184.91-29.590.00-63.14-21.11139.69-4.930.051.45-145.61-23.300.00-49.71-11.27101.55-5.300.102.90-109.99-17.600.00-37.46-2.6067.36-5.670.154.35-78.06-12.490.00-28.464.8937.13-6.040.205.80-49.80-7.970.00-26.5911.2010.92-6.410.257.25-25.22-4.030.00-24.7716.70-11.35-6.780.308.70-4.31-0.690.00-23.0721.68-29.64-7.150.3510.1512.912.070.00-21.3625.49-43.94-7.520.4011.6026.454.230.00-19.6528.11-54.30-7.890.4513.0536.315.810.00-17.9429.56-60.71-8.260.5014.5042.506.800.00-16.2329.83-63.08-8.630.5515.9545.007.200.00-14.5228.92-61.41-9.000.6017.4043.837.010.00-12.8126.84-55.95-9.370.6518.8538.976.240.00-11.1123.58-46.26-9.740.7020.3030.444.870.00-9.4019.14-32.85-10.110.7521.7518.222.920.00-7.6914.69-14.95-10.480.8023.202.330.370.00-5.9810.466.55-10.850.8524.65-17.24-2.760.00-13.885.0632.02-11.220.9026.10-40.49-6.480.00-24.05-0.3461.21-11.590.9527.55-67.42-10.790.00-35.401.5494.63-11.961.0029.00-98.03-15.690.00-47.923.41132.29-12.33

SPAN 2X/LXSWSDLXLLL MinLL MaxPTSecondary ftk-ftk-ftk-ftk-ftk-ftk-ftk-ft0.000.00-103.99-16.640.00-45.58-4.19131.73-12.610.051.45-71.69-11.470.00-33.72-4.5294.45-12.170.102.90-43.07-6.890.00-23.030.3261.11-11.730.154.35-18.13-2.900.00-13.537.1231.75-11.290.205.803.130.500.00-10.2512.736.39-10.850.257.2520.713.310.00-10.1017.16-15.02-10.410.308.7034.615.540.00-9.9621.04-32.45-9.970.3510.1544.837.170.00-9.8224.17-45.89-9.520.4011.6051.388.220.00-9.6826.12-55.39-9.080.4513.0554.248.680.00-9.5326.89-60.94-8.640.5014.5053.428.550.00-9.3926.49-62.46-8.200.5515.9548.937.830.00-9.2524.91-59.92-7.760.6017.4040.766.520.00-9.1022.15-53.61-7.320.6518.8528.904.620.00-8.9618.21-43.06-6.880.7020.3013.372.140.00-8.8913.35-28.79-6.430.7521.75-5.84-0.930.00-9.238.72-10.03-5.990.8023.20-28.74-4.600.00-11.752.9212.32-5.550.8524.65-55.31-8.850.00-21.45-4.0538.65-5.110.9026.10-85.56-13.690.00-32.32-8.2568.70-4.670.9527.55-119.49-19.120.00-44.37-8.10102.99-4.231.0029.00-157.10-25.140.00-57.59-7.96141.50-3.79

SPAN 3X/LXSWSDLXLLL MinLL MaxPTSecondary ftk-ftk-ftk-ftk-ftk-ftk-ftk-ft0.000.00-248.59-39.770.00-82.09-11.14161.9916.990.051.45-175.61-28.100.00-58.57-10.41114.3319.110.102.90-109.73-17.560.00-37.33-9.6971.8621.230.154.35-50.94-8.150.00-18.35-4.4634.6223.340.205.800.750.120.00-10.8911.132.6725.460.257.2545.347.260.00-9.9324.44-24.0827.580.308.7082.8413.260.00-8.9835.49-45.5829.700.3510.15113.2418.120.00-8.0344.26-61.8331.820.4011.60136.5521.850.00-7.0750.77-72.8733.940.4513.05152.7624.440.00-6.1255.00-78.7236.060.5014.50161.8725.900.00-5.1656.96-79.2438.170.5515.95163.8926.220.00-4.2156.65-75.8740.290.6017.40158.8225.410.00-3.2554.08-70.4142.410.6518.85146.6423.460.00-2.3049.23-62.2644.530.7020.30127.3720.380.00-1.3542.10-52.1046.650.7521.75101.0116.160.00-0.3932.71-38.9248.770.8023.2067.5510.810.000.4321.71-23.8950.880.8524.6526.994.320.001.158.90-6.5153.000.9026.10-20.66-3.310.00-9.082.4712.8955.120.9527.55-75.41-12.070.00-27.563.4234.9757.241.0029.00-137.26-21.960.00-48.304.3859.7359.36

24 - DETAILED SHEARS

CLX/LXSWSDLXLLL MinLL MaxPTSecondary ftkkkkkkk0.000.000.000.000.000.000.000.000.000.050.851.480.240.000.470.001.050.000.101.702.970.470.000.950.002.110.000.152.544.450.710.001.420.003.160.000.203.395.940.950.001.900.004.210.000.254.247.421.190.002.370.005.260.000.305.098.901.420.002.850.006.320.000.355.9410.391.660.003.320.007.370.000.406.7811.871.900.003.800.008.420.000.457.6313.362.140.004.270.009.470.000.508.4814.842.370.004.750.0010.530.000.559.3316.322.610.005.220.0011.580.000.6010.1817.812.850.005.700.0012.630.000.6511.0219.293.090.006.170.0013.690.000.7011.8720.783.320.006.650.0014.740.000.7512.7222.263.560.007.120.0015.790.000.8013.5723.743.800.007.600.0016.840.000.8514.4225.234.040.008.070.0017.900.000.9015.2626.714.270.008.550.0018.950.000.9516.1128.204.510.009.020.000.000.001.0016.9629.684.750.009.500.000.000.00

SPAN 1X/LXSWSDLXLLL MinLL MaxPTSecondary ftkkkkkkk0.000.00-28.37-4.540.000.00-9.670.260.260.051.45-25.83-4.130.000.00-8.8624.940.260.102.90-23.30-3.730.000.00-8.0422.200.260.154.35-20.76-3.320.000.00-7.2319.460.260.205.80-18.22-2.920.000.00-6.4216.710.260.257.25-15.68-2.510.000.00-5.6113.970.260.308.70-13.15-2.100.000.00-4.8011.230.260.3510.15-10.61-1.700.000.00-3.988.480.260.4011.60-8.07-1.290.000.00-3.175.750.260.4513.05-5.53-0.890.000.11-2.363.000.260.5014.50-3.00-0.480.000.92-1.550.260.260.5515.95-0.46-0.070.001.74-1.29-2.480.260.6017.402.080.330.002.55-1.29-5.230.260.6518.854.620.740.003.36-1.29-7.970.260.7020.307.151.140.004.17-1.29-10.710.260.7521.759.691.550.004.98-1.29-13.470.260.8023.2012.231.960.005.80-1.29-16.210.260.8524.6514.772.360.006.61-1.29-18.950.260.9026.1017.302.770.007.42-1.29-21.700.260.9527.5519.843.170.008.23-1.29-24.440.261.0029.0022.383.580.009.04-1.29-27.180.26

SPAN 2X/LXSWSDLXLLL MinLL MaxPTSecondary ftkkkkkkk0.000.00-23.54-3.770.000.23-8.59-0.34-0.300.051.45-21.01-3.360.000.23-7.7724.35-0.300.102.90-18.47-2.950.000.23-6.9621.61-0.300.154.35-15.93-2.550.000.23-6.1518.87-0.300.205.80-13.39-2.140.000.23-5.3416.12-0.300.257.25-10.86-1.740.000.23-4.5313.38-0.300.308.70-8.32-1.330.000.23-3.7110.64-0.300.3510.15-5.78-0.930.000.23-2.907.89-0.300.4011.60-3.24-0.520.000.23-2.095.15-0.300.4513.05-0.71-0.110.000.59-1.282.41-0.300.5014.501.830.290.001.41-0.47-0.33-0.300.5515.954.370.700.002.22-0.10-3.08-0.300.6017.406.911.110.003.03-0.10-5.82-0.300.6518.859.441.510.003.84-0.10-8.56-0.300.7020.3011.981.920.004.66-0.10-11.30-0.300.7521.7514.522.320.005.47-0.10-14.06-0.300.8023.2017.062.730.006.28-0.10-16.80-0.300.8524.6519.593.130.007.09-0.10-19.55-0.300.9026.1022.133.540.007.90-0.10-22.29-0.300.9527.5524.673.950.008.72-0.10-25.03-0.301.0029.0027.214.350.009.53-0.10-27.77-0.30

SPAN 3X/LXSWSDLXLLL MinLL MaxPTSecondary ftkkkkkkk0.000.00-52.78-8.440.000.00-17.00-1.46-1.460.051.45-47.88-7.660.000.00-15.4431.09-1.460.102.90-42.99-6.880.000.00-13.8727.47-1.460.154.35-38.10-6.100.000.00-12.3023.85-1.460.205.80-33.20-5.310.000.00-10.7420.24-1.460.257.25-28.31-4.530.000.00-9.1716.62-1.460.308.70-23.41-3.750.000.00-7.6113.00-1.460.3510.15-18.52-2.960.000.00-6.049.39-1.460.4011.60-13.63-2.180.000.00-4.475.78-1.460.4513.05-8.73-1.400.000.00-2.912.16-1.460.5014.50-3.84-0.610.000.00-1.34-1.46-1.460.5515.951.050.170.001.00-0.66-3.08-1.460.6017.405.950.950.002.56-0.66-4.70-1.460.6518.8510.841.730.004.13-0.66-6.32-1.460.7020.3015.742.520.005.69-0.66-7.94-1.460.7521.7520.633.300.007.26-0.66-9.58-1.460.8023.2025.524.080.008.83-0.66-11.20-1.460.8524.6530.424.870.0010.39-0.66-12.82-1.460.9026.1035.315.650.0011.96-0.66-14.44-1.460.9527.5540.216.430.0013.52-0.66-16.06-1.461.0029.0045.107.220.0015.09-0.66-17.68-1.46

25 - FACTORED MOMENTS AND REACTIONS

Load Combination: 1.20SW + 1.60LL + 1.20SDL + 1.60XL + 1.00SEC

Factored Design Moments (Not Redistributed)SpanLeft MaxLeft Min Middle Max Middle MinRight MaxRight Min k-ftk-ftk-ftk-ftk-ftk-ftCL---------------------424.41-----1-310.32-247.0298.2524.55-181.26-115.212-185.15-132.58108.5551.14-263.45-198.993-361.47-273.50354.64255.24-126.72-66.77

Reactions and Column MomentsJointReaction MaxReaction MinMoment Lower Column MaxMoment Lower Column MinMoment Upper Column MaxMoment Upper Column Min kkk-ftk-ftk-ftk-ft1111.2292.0684.6924.1678.8822.50292.7273.1913.29-23.7512.38-22.123154.91125.50-32.31-102.30-30.10-95.30485.4660.27108.2064.56100.7860.14

Load Combination: 1.40SW + 0.00LL + 1.40SDL + 0.00XL + 1.00SEC

Factored Design Moments (Not Redistributed)SpanLeft MaxLeft Min Middle Max Middle MinRight MaxRight Min k-ftk-ftk-ftk-ftk-ftk-ftCL---------------------362.01-----1-260.83-260.8360.3860.38-136.36-136.362-144.38-144.3878.5678.56-216.43-216.433-302.29-302.29301.05301.05-94.49-94.49

Reactions and Column MomentsJointReaction MaxReaction MinMoment Lower Column MaxMoment Lower Column MinMoment Upper Column MaxMoment Upper Column Min kkk-ftk-ftk-ftk-ft194.0294.0253.5953.5949.9149.91275.1775.17-5.16-5.16-4.80-4.803131.02131.02-66.17-66.17-61.64-61.64471.7871.7884.6784.6778.8778.87

Note: Moments are reported at face of support

27 - DETAILED STRESSES

CLX/LXSW TopSW BotSDL TopSDL BotXL TopXL BotLL Top Max-TLL Top Max-CLL Bot Max-TLL Bot Max-CPT TopPT Bot ftpsipsipsipsipsipsipsipsipsipsipsispi0.000.000.0.0.0.0.0.0.0.0.0.-258.-258.0.050.853.-3.0.0.0.0.1.0.0.-1.-260.-256.0.101.7011.-11.2.-2.0.0.3.0.0.-3.-266.-251.0.152.5424.-24.4.-4.0.0.8.0.0.-8.-275.-241.0.203.3943.-43.7.-7.0.0.14.0.0.-14.-289.-228.0.254.2467.-67.11.-11.0.0.22.0.0.-22.-306.-210.0.305.0997.-97.16.-16.0.0.31.0.0.-31.-327.-189.0.355.94132.-132.21.-21.0.0.42.0.0.-42.-352.-165.0.406.78173.-173.28.-28.0.0.55.0.0.-55.-381.-136.0.457.63218.-218.35.-35.0.0.70.0.0.-70.-413.-103.0.508.48270.-270.43.-43.0.0.86.0.0.-86.-450.-67.0.559.33326.-326.52.-52.0.0.104.0.0.-104.-490.-27.0.6010.18388.-388.62.-62.0.0.124.0.0.-124.-534.17.0.6511.02456.-456.73.-73.0.0.146.0.0.-146.-582.65.0.7011.87529.-529.85.-85.0.0.169.0.0.-169.-633.117.0.7512.72607.-607.97.-97.0.0.194.0.0.-194.-689.172.0.8013.57690.-690.110.-110.0.0.221.0.0.-221.-748.231.0.8514.42779.-779.125.-125.0.0.249.0.0.-249.-811.295.0.9015.26874.-874.140.-140.0.0.280.0.0.-280.-878.362.0.9516.11 1.0016.96

X/LXInitial Top Max-TInitial Top Max-CInitial Bot Max-TInitial Bot Max-CEnv-1 Top Max-TEnv-1 Top Max-CEnv-1 Bot Max-TEnv-1 Bot Max-CEnv-2 Top Max-TEnv-2 Top Max-CEnv-2 Bot Max-TEnv-2 Bot Max-C ftpsipsipsipsipsipsipsipsipsipsipsipsi0.000.00------297.------297.------258.------258.------258.------258.0.050.85------296.------297.------257.------260.------257.------260.0.101.70------295.------299.------253.------264.------253.------267.0.152.54------293.------301.------247.------272.------247.------277.0.203.39------289.------305.------239.------282.------239.------292.0.254.24------285.------309.------228.------295.------228.------310.0.305.09------279.------315.------215.------311.------215.------333.0.355.94------273.------321.------199.------330.------199.------360.0.406.78------265.------329.------180.------353.------180.------391.0.457.63------257.------337.------160.------378.------160.------427.0.508.48------247.------347.------137.------406.------137.------466.0.559.33------237.------357.------111.------437.------111.------510.0.6010.18------225.------369.------83.------471.41.-83.------557.0.6511.02------213.------381.------53.------507.93.-53.------609.0.7011.87------200.------394.31.-20.------547.149.-20.------666.0.7512.72------185.------409.73.-----------590.209.-----------726.0.8013.57------170.------424.119.-----------636.274.-----------790.0.8514.42------153.------441.168.-----------684.342.-----------859.0.9015.26------136.------458.219.-----------736.415.-----------932.0.9516.11 1.0016.96

SPAN 1X/LXSW TopSW BotSDL TopSDL BotXL TopXL BotLL Top Max-TLL Top Max-CLL Bot Max-TLL Bot Max-CPT TopPT Bot ftpsipsipsipsipsipsipsipsipsipsipsispi0.000.00 0.051.45624.-624.100.-100.0.0.213.48.-48.-213.-693.177.0.102.90471.-471.75.-75.0.0.161.11.-11.-161.-547.30.0.154.35335.-335.54.-54.0.0.122.-21.21.-122.-417.-99.0.205.80213.-213.34.-34.0.0.114.-48.48.-114.-305.-211.0.257.25108.-108.17.-17.0.0.106.-72.72.-106.-210.-307.0.308.7018.-18.3.-3.0.0.99.-93.93.-99.-131.-385.0.3510.15-55.55.-9.9.0.0.92.-109.109.-92.-70.-447.0.4011.60-113.113.-18.18.0.0.84.-120.120.-84.-26.-491.0.4513.05-156.156.-25.25.0.0.77.-127.127.-77.2.-518.0.5014.50-182.182.-29.29.0.0.70.-128.128.-70.12.-529.0.5515.95-193.193.-31.31.0.0.62.-124.124.-62.5.-521.0.6017.40-188.188.-30.30.0.0.55.-115.115.-55.-18.-498.0.6518.85-167.167.-27.27.0.0.48.-101.101.-48.-60.-457.0.7020.30-130.130.-21.21.0.0.40.-82.82.-40.-117.-399.0.7521.75-78.78.-12.12.0.0.33.-63.63.-33.-194.-322.0.8023.20-10.10.-2.2.0.0.26.-45.45.-26.-286.-230.0.8524.6574.-74.12.-12.0.0.59.-22.22.-59.-395.-121.0.9026.10174.-174.28.-28.0.0.103.1.-1.-103.-521.4.0.9527.55289.-289.46.-46.0.0.152.-7.7.-152.-664.147.1.0029.00

X/LXInitial Top Max-TInitial Top Max-CInitial Bot Max-TInitial Bot Max-CEnv-1 Top Max-TEnv-1 Top Max-CEnv-1 Bot Max-TEnv-1 Bot Max-CEnv-2 Top Max-TEnv-2 Top Max-CEnv-2 Bot Max-TEnv-2 Bot Max-C ftpsipsipsipsipsipsipsipsipsipsipsipsi0.000.00 0.051.45------173.------421.94.-----------611.243.-----------760.0.102.90------158.------436.48.-----------565.160.-----------677.0.154.35------145.------449.7.-36.------524.93.-50.------609.0.205.80------137.------457.------72.------493.56.-106.------573.0.257.25------133.------461.------106.------464.22.-156.------538.0.308.70------132.------462.------138.------436.------203.------506.0.3510.15------136.------458.------167.------410.------243.------474.0.4011.60------143.------451.------193.------385.------278.------444.0.4513.05------153.------441.------217.------361.------305.------415.0.5014.50------168.------426.------238.------338.------327.------387.0.5515.95------187.------407.------256.------316.------343.------360.0.6017.40------209.------385.------271.------297.------351.------335.0.6518.85------236.------358.------284.------277.------355.------310.0.7020.30------266.------328.------293.------260.------351.------288.0.7521.75------301.------293.------304.------242.------348.------265.0.8023.20------339.------255.------311.------226.------343.------244.0.8524.65------381.------213.------316.------225.------331.------266.0.9026.10------425.------169.------319.------228.------318.------300.0.9527.55------474.------120.------331.------233.------335.------340.1.0029.00

SPAN 2X/LXSW TopSW BotSDL TopSDL BotXL TopXL BotLL Top Max-TLL Top Max-CLL Bot Max-TLL Bot Max-CPT TopPT Bot ftpsipsipsipsipsipsipsipsipsipsipsispi0.000.00 0.051.45307.-307.49.-49.0.0.145.19.-19.-145.-663.147.0.102.90185.-185.30.-30.0.0.99.-1.1.-99.-520.4.0.154.3578.-78.12.-12.0.0.58.-30.30.-58.-394.-122.0.205.80-13.13.-2.2.0.0.44.-55.55.-44.-286.-231.0.257.25-89.89.-14.14.0.0.43.-74.74.-43.-194.-323.0.308.70-148.148.-24.24.0.0.43.-90.90.-43.-119.-397.0.3510.15-192.192.-31.31.0.0.42.-104.104.-42.-62.-455.0.4011.60-220.220.-35.35.0.0.41.-112.112.-41.-21.-496.0.4513.05-232.232.-37.37.0.0.41.-115.115.-41.3.-519.0.5014.50-229.229.-37.37.0.0.40.-114.114.-40.9.-526.0.5515.95-210.210.-34.34.0.0.40.-107.107.-40.-1.-515.0.6017.40-175.175.-28.28.0.0.39.-95.95.-39.-29.-488.0.6518.85-124.124.-20.20.0.0.38.-78.78.-38.-74.-443.0.7020.30-57.57.-9.9.0.0.38.-57.57.-38.-135.-382.0.7521.7525.-25.4.-4.0.0.40.-37.37.-40.-215.-301.0.8023.20123.-123.20.-20.0.0.50.-13.13.-50.-311.-205.0.8524.65237.-237.38.-38.0.0.92.17.-17.-92.-424.-93.0.9026.10367.-367.59.-59.0.0.139.35.-35.-139.-553.36.0.9527.55512.-512.82.-82.0.0.190.35.-35.-190.-700.183.1.0029.00

X/LXInitial Top Max-TInitial Top Max-CInitial Bot Max-TInitial Bot Max-CEnv-1 Top Max-TEnv-1 Top Max-CEnv-1 Bot Max-TEnv-1 Bot Max-CEnv-2 Top Max-TEnv-2 Top Max-CEnv-2 Bot Max-TEnv-2 Bot Max-C ftpsipsipsipsipsipsipsipsipsipsipsipsi0.000.00 0.051.45------455.------139.------301.------253.------287.------354.0.102.90------414.------180.------306.------240.------307.------309.0.154.35------376.------218.------313.------230.------335.------270.0.205.80------342.------252.------318.------228.------356.------259.0.257.25------312.------282.------319.------233.------370.------263.0.308.70------285.------309.------318.------238.------381.------268.0.3510.15------263.------331.------316.------245.------388.------274.0.4011.60------244.------350.------310.------253.------388.------282.0.4513.05------229.------365.------301.------262.------382.------291.0.5014.50------218.------376.------290.------272.------370.------301.0.5515.95------211.------383.------277.------284.------351.------311.0.6017.40------207.------387.------260.------297.------326.------324.0.6518.85------209.------385.------241.------311.------295.------338.0.7020.30------212.------382.------218.------327.------259.------353.0.7521.75------223.------371.------197.------342.------224.------370.0.8023.20------235.------359.------172.------363.------181.------399.0.8524.65------250.------344.------144.------395.------132.------459.0.9026.10------269.------325.------117.------431.11.-92.------528.0.9527.55------292.------302.------95.------468.85.-71.------601.1.0029.00

SPAN 3X/LXSW TopSW BotSDL TopSDL BotXL TopXL BotLL Top Max-TLL Top Max-CLL Bot Max-TLL Bot Max-CPT TopPT Bot ftpsipsipsipsipsipsipsipsipsipsipsispi0.000.00 0.051.45390.-390.62.-62.0.0.130.23.-23.-130.-388.120.0.102.90244.-244.39.-39.0.0.83.22.-22.-83.-294.26.0.154.35113.-113.18.-18.0.0.41.10.-10.-41.-211.-57.0.205.80-2.2.0.0.0.0.24.-25.25.-24.-140.-128.0.257.25-101.101.-16.16.0.0.22.-54.54.-22.-80.-187.0.308.70-184.184.-29.29.0.0.20.-79.79.-20.-33.-235.0.3510.15-252.252.-40.40.0.0.18.-98.98.-18.3.-271.0.4011.60-303.303.-49.49.0.0.16.-113.113.-16.28.-296.0.4513.05-339.339.-54.54.0.0.14.-122.122.-14.41.-309.0.5014.50-360.360.-58.58.0.0.11.-127.127.-11.42.-310.0.5515.95-364.364.-58.58.0.0.9.-126.126.-9.35.-303.0.6017.40-353.353.-56.56.0.0.7.-120.120.-7.23.-290.0.6518.85-326.326.-52.52.0.0.5.-109.109.-5.4.-272.0.7020.30-283.283.-45.45.0.0.3.-94.94.-3.-18.-250.0.7521.75-224.224.-36.36.0.0.1.-73.73.-1.-47.-220.0.8023.20-150.150.-24.24.0.0.-1.-48.48.1.-81.-187.0.8524.65-60.60.-10.10.0.0.-3.-20.20.3.-119.-148.0.9026.1046.-46.7.-7.0.0.20.-5.5.-20.-163.-105.0.9527.55168.-168.27.-27.0.0.61.-8.8.-61.-212.-56.1.0029.00

X/LXInitial Top Max-TInitial Top Max-CInitial Bot Max-TInitial Bot Max-CEnv-1 Top Max-TEnv-1 Top Max-CEnv-1 Bot Max-TEnv-1 Bot Max-CEnv-2 Top Max-TEnv-2 Top Max-CEnv-2 Bot Max-TEnv-2 Bot Max-C ftpsipsipsipsipsipsipsipsipsipsipsipsi0.000.00 0.051.45------56.------252.104.-----------372.195.-----------463.0.102.90------94.------214.14.-4.------282.72.-----------340.0.154.35------129.------179.------77.------201.------70.------229.0.205.80------162.------145.------149.------133.------167.------150.0.257.25------193.------115.------214.------77.------252.------93.0.308.70------222.------86.------270.2.-28.------325.57.-42.0.3510.15------248.------60.------318.50.-----------387.119.-----0.4011.60------271.------37.------358.90.-----------437.169.-----0.4513.05------292.------16.------389.122.-----------475.207.-----0.5014.50------311.3.-----------413.145.-----------502.234.-----0.5515.95------324.16.-----------426.158.-----------514.246.-----0.6017.40------327.19.-----------423.155.-----------507.239.-----0.6518.85------321.13.-----------406.139.-----------483.215.-----0.7020.30------304.------4.------375.107.-----------440.172.-----0.7521.75------279.------29.------330.62.-----------381.113.-----0.8023.20------243.------65.------269.2.-13.------303.35.-12.0.8524.65------197.------111.------195.------78.------209.------76.0.9026.10------141.------167.------111.------165.------115.------179.0.9527.55------76.------232.1.-19.------269.44.-25.------312.1.0029.00

28 - REQUIRED POST-TENSIONING

Note: Required post-tensioning force based on stress conditions

X/LXPTXPTXPTXPT ftkftkftkftk CL SPAN 1 SPAN 2 SPAN 3 0.000.000.000.00---0.00---0.00---0.050.850.001.45250.421.450.001.4551.660.101.700.002.90135.412.900.002.900.000.152.540.004.350.004.350.004.350.000.203.390.005.800.005.800.005.800.000.254.240.007.250.007.250.007.250.000.305.090.008.700.008.700.008.700.000.355.940.0010.150.0010.150.0010.150.000.406.780.0011.600.0011.600.0011.600.000.457.630.0013.050.0013.050.0013.050.000.508.480.0014.500.0014.500.0014.5010.070.559.330.0015.950.0015.950.0015.9516.800.6010.1830.9317.400.0017.400.0017.400.000.6511.02102.8418.850.0018.850.0018.850.000.7011.87168.2820.300.0020.300.0020.300.000.7512.72227.6221.750.0021.750.0021.750.000.8013.57281.3623.200.0023.200.0023.200.000.8514.42329.8924.650.0024.650.0024.650.000.9015.26373.7726.100.0026.1021.3526.100.000.9516.11---27.550.0027.55153.5027.550.001.0016.96---29.00---29.00---29.00---

29 - DETAILED REBAR

CLX/LXAnalysis TopAnalysis BotMinimum TopMinimum BotSelected TopSelected Bot ftin2in2in2in2in2in20.000.000.000.000.000.000.000.000.050.850.000.000.000.000.000.000.101.700.000.000.000.000.000.000.152.540.000.000.000.000.000.000.203.390.000.000.000.000.000.000.254.240.000.000.000.000.000.000.305.090.000.000.000.000.000.000.355.940.000.000.000.000.000.000.406.780.000.000.000.000.000.000.457.630.000.000.000.000.000.000.508.480.000.000.000.000.000.000.559.330.000.000.000.000.000.000.6010.180.000.000.000.000.000.000.6511.020.000.000.000.000.000.000.7011.870.000.000.000.000.000.000.7512.720.000.000.000.000.000.000.8013.570.000.000.000.000.000.000.8514.420.000.002.830.002.830.000.9015.260.530.002.830.002.830.000.9415.961.620.002.830.002.830.00

SPAN 1X/LXAnalysis TopAnalysis BotMinimum TopMinimum BotSelected TopSelected Bot ftin2in2in2in2in2in20.031.000.000.002.830.002.830.000.051.450.000.002.830.002.830.000.102.900.000.002.830.002.830.000.154.350.000.002.830.002.830.000.205.800.000.000.000.000.000.000.257.250.000.000.000.000.000.000.308.700.000.000.000.000.000.000.3510.150.000.000.000.000.000.000.4011.600.000.000.000.000.000.000.4513.050.000.000.000.000.000.000.5014.500.000.000.000.000.000.000.5515.950.000.000.000.000.000.000.6017.400.000.000.000.000.000.000.6518.850.000.000.000.000.000.000.7020.300.000.000.000.000.000.000.7521.750.000.000.000.000.000.000.8023.200.000.000.000.000.000.000.8524.650.000.002.610.002.610.000.9026.100.000.002.610.002.610.000.9527.550.000.002.610.002.610.000.9728.000.000.002.610.002.610.00



Note: Reinforcement requirements for Initial condition are included in Service block. Reinforcement requirements for UBC combination, if selected, are included in Analysis block.

30 - PUNCHING SHEAR REINFORCEMENT

Reinforcement option: StudStud diameter: 0.5Number of rails per side: 2Column - 1LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in114.138.2532.2532.25-97.63-163.600.1590.2440.650.0000.00

Dist. = Distance between shear studs between layers

Column - 2LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in114.138.2532.2532.25-92.694.830.0890.2440.370.0000.00


Column - 3LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in114.138.2532.2532.25-138.31197.590.2120.2300.920.0000.00


Column - 4LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in124.138.2528.1332.25-85.47-209.040.2150.2680.800.0000.00


Note: Columns with --- have not been checked for punching shear.Note: Columns with *** have exceeded the maximum allowable shear stress.Note: For the layers with As = 0.00, more reinforcement is provided to satisfy provision 13.3.7.4 of canadian-04 design code.

32 - Unbalanced Moment Reinforcement

32.1 Unbalanced Moment Reinforcement - No Redistribution

Load Combination: STRENGTH_1_Min_LLJointGamma LeftGamma RightWidth LeftWidth RightMoment LeftMoment RightAs TopAs Botn Bar Topn Bar Bot ftftk-ftk-ftin2in2 10.600.603.253.25-114.090.000.000.000020.600.603.253.250.00-3.890.000.000030.600.603.254.500.00-98.020.000.000040.600.004.500.00-126.720.000.000.0000

Load Combination: STRENGTH_1_Max_LLJointGamma LeftGamma RightWidth LeftWidth RightMoment LeftMoment RightAs TopAs Botn Bar Topn Bar Bot ftftk-ftk-ftin2in2 10.600.603.253.25-63.270.000.000.000020.600.603.253.250.00-17.360.000.000030.600.603.254.500.00-74.500.000.000040.600.004.500.00-66.770.000.000.0000

Load Combination: STRENGTH_2_Min_LLJointGamma LeftGamma RightWidth LeftWidth RightMoment LeftMoment RightAs TopAs Botn Bar Topn Bar Bot ftftk-ftk-ftin2in2 10.600.603.253.25-101.170.000.000.000020.600.603.253.250.00-8.010.000.000030.600.603.254.500.00-85.850.000.000040.600.004.500.00-94.490.000.000.0000

Load Combination: STRENGTH_2_Max_LLJointGamma LeftGamma RightWidth LeftWidth RightMoment LeftMoment RightAs TopAs Botn Bar Topn Bar Bot ftftk-ftk-ftin2in2 10.600.603.253.25-101.170.000.000.000020.600.603.253.250.00-8.010.000.000030.600.603.254.500.00-85.850.000.000040.600.004.500.00-94.490.000.000.0000

34 DEMAND MOMENT AND MOMENT CAPACITY

34.2 - Based on Designed Values CLX/LXDemand Moment PosDemand Moment NegMoment Capacity PosMoment Capacity NegDemand/Capacity PosDemand/Capacity Neg ftk-ftk-ftk-ftk-ft 0.000.000.000.00188.31-188.610.000.000.050.850.00-1.20187.89-189.160.000.010.101.700.00-4.79186.62-190.760.000.030.152.540.00-10.77184.33-193.520.000.060.203.390.00-19.15180.14-197.290.000.100.254.240.00-29.92175.13-202.280.000.150.305.090.00-43.09169.40-208.310.000.210.355.940.00-58.65162.10-215.610.000.270.406.780.00-76.61154.72-223.970.000.340.457.630.00-96.95145.77-233.630.000.410.508.480.00-119.70135.71-244.480.000.490.559.330.00-144.82125.40-256.600.000.560.6010.180.00-172.35114.13-269.990.000.640.6511.020.00-202.23101.79-284.820.000.710.7011.870.00-234.5587.89-300.980.000.780.7512.720.00-269.3274.17-318.600.000.850.8013.570.00-306.4260.09-337.720.000.910.8514.420.00-345.8455.08-461.290.000.750.9015.260.00-387.8440.26-482.210.000.800.9415.960.00-424.0140.26-482.210.000.880.9516.110.00-424.0140.26-482.210.000.881.0016.960.00-424.0140.26-482.210.000.88

SPAN 1X/LXDemand Moment PosDemand Moment NegMoment Capacity PosMoment Capacity NegDemand/Capacity PosDemand/Capacity Neg ftk-ftk-ftk-ftk-ft 0.000.000.00-310.0340.26-482.210.000.640.031.000.00-310.0366.99-451.030.000.690.051.450.00-287.2579.30-437.000.000.660.102.900.00-218.52114.51-396.510.000.550.154.350.00-160.09148.57-360.780.000.440.205.800.00-118.17167.11-226.940.000.520.257.250.00-81.44194.27-200.740.000.410.308.7021.51-50.02216.26-179.310.100.280.3510.1551.18-23.71234.03-162.630.220.150.4011.6073.83-2.51246.32-150.730.300.020.4513.0589.490.00254.33-143.580.350.000.5014.5098.160.00256.44-141.200.380.000.5515.9599.810.00254.33-143.580.390.000.6017.4094.490.00246.32-150.720.380.000.6518.8582.150.00234.03-162.630.350.000.7020.3062.830.00216.26-179.300.290.000.7521.7538.350.00194.28-200.730.200.000.8023.209.12-17.16167.12-226.930.050.080.8524.650.00-57.37147.43-352.770.000.160.9026.100.00-106.33115.17-388.490.000.270.9527.550.00-162.3077.47-428.970.000.380.9728.000.00-181.0865.72-443.010.000.411.0029.000.00-181.0839.30-474.220.000.38

SPAN 2X/LXDemand Moment PosDemand Moment NegMoment Capacity PosMoment Capacity NegDemand/Capacity PosDemand/Capacity Neg ftk-ftk-ftk-ftk-ft 0.000.000.00-184.9739.30-474.220.000.390.031.000.00-184.9765.70-443.040.000.420.051.450.00-165.7677.44-429.010.000.390.102.900.00-108.43115.15-388.520.000.280.154.350.00-58.12147.41-352.790.000.160.205.8013.86-22.88167.11-226.940.080.100.257.2545.830.00194.27-200.740.240.000.308.7071.810.00216.26-179.310.330.000.3510.1591.460.00234.03-162.630.390.000.4011.60104.130.00246.32-150.730.420.000.4513.05109.780.00254.33-143.580.430.000.5014.50108.440.00256.44-141.200.420.000.5515.95100.110.00254.33-143.580.390.000.6017.4084.780.00246.32-150.720.340.000.6518.8562.430.00234.03-162.630.270.000.7020.3033.50-2.05216.26-179.300.150.010.7521.750.00-28.86194.28-200.730.000.140.8023.200.00-64.30167.12-226.930.000.280.8524.650.00-116.31147.43-352.770.000.330.9026.100.00-175.31115.17-388.490.000.450.9527.550.00-241.3377.47-428.970.000.560.9728.000.00-263.2065.72-443.010.000.591.0029.000.00-263.2039.30-474.220.000.56

SPAN 3X/LXDemand Moment PosDemand Moment NegMoment Capacity PosMoment Capacity NegDemand/Capacity PosDemand/Capacity Neg ftk-ftk-ftk-ftk-ft 0.000.000.00-361.1245.07-482.210.000.750.031.000.00-361.1283.58-441.130.000.820.051.450.00-318.74101.86-422.600.000.750.102.900.00-191.03158.51-369.250.000.520.154.350.00-76.85211.12-322.160.000.240.205.8044.270.00237.99-183.430.190.000.257.25129.670.00272.55-148.890.480.000.308.70201.610.00300.88-120.630.670.000.3510.15259.970.00322.86-98.650.810.000.4011.60305.020.00338.56-82.960.900.000.4513.05336.430.00474.09-92.000.710.000.5014.50354.330.00498.84-92.110.710.000.5515.95358.730.00508.20-94.970.710.000.6017.40349.660.00499.74-98.390.700.000.6518.85327.060.00471.63-102.460.690.000.7020.30291.070.00328.60-92.910.890.000.7521.75241.470.00315.94-105.580.760.000.8023.20179.480.00300.46-121.050.600.000.8524.65104.710.00294.90-230.550.360.000.9026.1030.290.00273.79-251.660.110.000.9527.550.00-91.74249.87-275.580.000.330.9728.000.00-126.60241.57-283.880.000.451.0029.000.00-126.60223.13-302.310.000.42

Note: Capacity is calculated with the rebar and PT required for the design, including user defined base reinforcement

35 - DETAILED DEFLECTIONS

35.1 - Detailed Deflections - Service Combination 1

CLX/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.9190.4320.5741.7210.3860.0002.0682.3380.050.80.8620.4080.5401.6200.3630.0001.9472.2010.101.70.8060.3830.5071.5200.3400.0001.8272.0650.152.50.7500.3580.4731.4200.3180.0001.7071.9290.203.30.6940.3340.4401.3210.2950.0001.5861.7930.254.20.6380.3090.4071.2210.2730.0001.4671.6580.305.00.5820.2850.3741.1220.2510.0001.3481.5230.355.90.5270.2610.3411.0240.2280.0001.2301.3900.406.70.4730.2370.3090.9270.2070.0001.1131.2570.457.60.4200.2130.2770.8310.1850.0000.9981.1270.508.40.3680.1900.2460.7370.1640.0000.8850.9990.559.30.3180.1670.2150.6450.1430.0000.7740.8740.6010.10.2690.1440.1850.5560.1230.0000.6660.7530.6511.00.2230.1230.1560.4690.1040.0000.5630.6350.7011.80.1800.1020.1290.3860.0850.0000.4630.5230.7512.70.1390.0820.1030.3080.0680.0000.3690.4160.8013.50.1020.0630.0780.2340.0510.0000.2800.3160.8514.40.0690.0450.0550.1650.0360.0000.1970.2230.9015.20.0400.0280.0340.1020.0220.0000.1220.1380.9516.10.0170.0130.0160.0470.0100.0000.0560.0631.0016.90.0000.0000.0000.0000.0000.0000.0000.000

SPAN 1X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.4-0.017-0.019-0.022-0.065-0.0140.000-0.078-0.0880.102.9-0.025-0.035-0.039-0.116-0.0270.000-0.140-0.1590.154.3-0.024-0.048-0.051-0.154-0.0370.000-0.188-0.2130.205.8-0.018-0.057-0.060-0.181-0.0450.000-0.222-0.2530.257.2-0.008-0.065-0.066-0.198-0.0510.000-0.244-0.2800.308.70.003-0.069-0.069-0.206-0.0560.000-0.256-0.2950.3510.10.015-0.071-0.069-0.206-0.0590.000-0.259-0.3000.4011.60.026-0.071-0.067-0.200-0.0600.000-0.254-0.2960.4513.00.036-0.069-0.063-0.189-0.0600.000-0.243-0.2850.5014.50.042-0.065-0.058-0.174-0.0580.000-0.226-0.2670.5515.90.046-0.059-0.052-0.156-0.0560.000-0.206-0.2450.6017.40.046-0.053-0.045-0.136-0.0520.000-0.183-0.2190.6518.80.044-0.045-0.038-0.115-0.0480.000-0.158-0.1910.7020.30.038-0.037-0.031-0.093-0.0420.000-0.131-0.1610.7521.70.031-0.029-0.024-0.073-0.0360.000-0.105-0.1300.8023.20.022-0.021-0.018-0.053-0.0290.000-0.080-0.1000.8524.60.013-0.014-0.012-0.035-0.0220.000-0.056-0.0710.9026.10.005-0.008-0.007-0.021-0.0150.000-0.034-0.0450.9527.50.000-0.003-0.003-0.009-0.0080.000-0.015-0.0211.0029.00.0000.0000.0000.0000.0000.0000.0000.000

SPAN 2X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0040.0010.0020.0060.0080.0000.0130.0190.102.90.0130.0010.0030.0100.0170.0000.0250.0370.154.30.0260.0000.0040.0110.0260.0000.0350.0530.205.80.039-0.0030.0030.0100.0350.0000.0420.0660.257.20.052-0.0060.0020.0070.0430.0000.0460.0760.308.70.064-0.0100.0010.0020.0490.0000.0470.0810.3510.10.074-0.013-0.001-0.0040.0550.0000.0450.0830.4011.60.080-0.017-0.004-0.0120.0580.000-0.0420.0810.4513.00.083-0.020-0.007-0.021-0.0340.000-0.052-0.0750.5014.50.081-0.023-0.010-0.031-0.0340.000-0.061-0.0850.5515.90.076-0.025-0.013-0.040-0.0330.000-0.070-0.0930.6017.40.068-0.027-0.016-0.048-0.0320.000-0.077-0.1000.6518.80.056-0.027-0.018-0.055-0.0300.000-0.083-0.1040.7020.30.043-0.027-0.020-0.060-0.0280.000-0.085-0.1050.7521.70.029-0.025-0.021-0.063-0.0250.000-0.085-0.1020.8023.20.015-0.023-0.020-0.061-0.0210.000-0.080-0.0940.8524.60.003-0.019-0.018-0.055-0.0170.000-0.070-0.0810.9026.1-0.005-0.014-0.014-0.043-0.0120.000-0.054-0.0620.9527.5-0.006-0.007-0.008-0.025-0.0060.000-0.031-0.0351.0029.00.0000.0000.0000.0000.0000.0000.0000.000

SPAN 3X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0140.0090.0110.0340.0070.0000.0400.0450.102.90.0340.0200.0260.0770.0160.0000.0910.1020.154.30.0580.0330.0420.1270.0250.0000.1490.1670.205.80.0840.0460.0600.1790.0350.0000.2110.2350.257.20.1100.0590.0770.2310.0450.0000.2710.3020.308.70.1340.0720.0930.2800.0530.0000.3270.3640.3510.10.1550.0830.1080.3230.0600.0000.3770.4190.4011.60.1720.0920.1200.3590.0660.0000.4180.4630.4513.00.1840.0990.1280.3850.0690.0000.4470.4950.5014.50.1910.1030.1330.4000.0710.0000.4630.5130.5515.90.1910.1040.1340.4030.0700.0000.4660.5150.6017.40.1860.1010.1310.3930.0680.0000.4540.5010.6518.80.1740.0960.1240.3710.0630.0000.4270.4710.7020.30.1570.0870.1120.3360.0560.0000.3870.4270.7521.70.1350.0750.0970.2910.0480.0000.3350.3690.8023.20.1100.0620.0790.2380.0390.0000.2730.3000.8524.60.0820.0460.0590.1780.0290.0000.2040.2250.9026.10.0530.0300.0390.1160.0190.0000.1330.1460.9527.50.0250.0140.0180.0550.0090.0000.0630.0691.0029.00.0000.0000.0000.0000.0000.0000.0000.000

35.3 - Detailed Deflections - Service Combination 3

CLX/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.9190.4320.5741.7210.3860.0001.7212.1060.050.80.8620.4080.5401.6200.3630.0001.6201.9840.101.70.8060.3830.5071.5200.3400.0001.5201.8610.152.50.7500.3580.4731.4200.3180.0001.4201.7380.203.30.6940.3340.4401.3210.2950.0001.3211.6160.254.20.6380.3090.4071.2210.2730.0001.2211.4940.305.00.5820.2850.3741.1220.2510.0001.1221.3730.355.90.5270.2610.3411.0240.2280.0001.0241.2530.406.70.4730.2370.3090.9270.2070.0000.9271.1340.457.60.4200.2130.2770.8310.1850.0000.8311.0160.508.40.3680.1900.2460.7370.1640.0000.7370.9010.559.30.3180.1670.2150.6450.1430.0000.6450.7880.6010.10.2690.1440.1850.5560.1230.0000.5560.6790.6511.00.2230.1230.1560.4690.1040.0000.4690.5730.7011.80.1800.1020.1290.3860.0850.0000.3860.4720.7512.70.1390.0820.1030.3080.0680.0000.3080.3750.8013.50.1020.0630.0780.2340.0510.0000.2340.2850.8514.40.0690.0450.0550.1650.0360.0000.1650.2010.9015.20.0400.0280.0340.1020.0220.0000.1020.1250.9516.10.0170.0130.0160.0470.0100.0000.0470.0571.0016.90.0000.0000.0000.0000.0000.0000.0000.000

SPAN 1X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.4-0.017-0.019-0.022-0.065-0.0140.000-0.065-0.0790.102.9-0.025-0.035-0.039-0.116-0.0270.000-0.116-0.1430.154.3-0.024-0.048-0.051-0.154-0.0370.000-0.154-0.1910.205.8-0.018-0.057-0.060-0.181-0.0450.000-0.181-0.2260.257.2-0.008-0.065-0.066-0.198-0.0510.000-0.198-0.2490.308.70.003-0.069-0.069-0.206-0.0560.000-0.206-0.2610.3510.10.015-0.071-0.069-0.206-0.0590.000-0.206-0.2650.4011.60.026-0.071-0.067-0.200-0.0600.000-0.200-0.2600.4513.00.036-0.069-0.063-0.189-0.0600.000-0.189-0.2490.5014.50.042-0.065-0.058-0.174-0.0580.000-0.174-0.2320.5515.90.046-0.059-0.052-0.156-0.0560.000-0.156-0.2120.6017.40.046-0.053-0.045-0.136-0.0520.000-0.136-0.1880.6518.80.044-0.045-0.038-0.115-0.0480.000-0.115-0.1620.7020.30.038-0.037-0.031-0.093-0.0420.000-0.093-0.1360.7521.70.031-0.029-0.024-0.073-0.0360.000-0.073-0.1090.8023.20.022-0.021-0.018-0.053-0.0290.000-0.053-0.0830.8524.60.013-0.014-0.012-0.035-0.0220.000-0.035-0.0580.9026.10.005-0.008-0.007-0.021-0.0150.000-0.021-0.0360.9527.50.000-0.003-0.003-0.009-0.0080.000-0.009-0.0161.0029.00.0000.0000.0000.0000.0000.0000.0000.000

SPAN 2X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0040.0010.0020.0060.0080.0000.0060.0140.102.90.0130.0010.0030.0100.0170.0000.0100.0270.154.30.0260.0000.0040.0110.0260.0000.0110.0370.205.80.039-0.0030.0030.0100.0350.0000.0100.0450.257.20.052-0.0060.0020.0070.0430.0000.0070.0500.308.70.064-0.0100.0010.0020.0490.0000.0020.0520.3510.10.074-0.013-0.001-0.0040.0550.000-0.0040.0500.4011.60.080-0.017-0.004-0.0120.0580.000-0.0120.0460.4513.00.083-0.020-0.007-0.021-0.0340.000-0.021-0.0550.5014.50.081-0.023-0.010-0.031-0.0340.000-0.031-0.0640.5515.90.076-0.025-0.013-0.040-0.0330.000-0.040-0.0730.6017.40.068-0.027-0.016-0.048-0.0320.000-0.048-0.0800.6518.80.056-0.027-0.018-0.055-0.0300.000-0.055-0.0860.7020.30.043-0.027-0.020-0.060-0.0280.000-0.060-0.0880.7521.70.029-0.025-0.021-0.063-0.0250.000-0.063-0.0870.8023.20.015-0.023-0.020-0.061-0.0210.000-0.061-0.0820.8524.60.003-0.019-0.018-0.055-0.0170.000-0.055-0.0720.9026.1-0.005-0.014-0.014-0.043-0.0120.000-0.043-0.0550.9527.5-0.006-0.007-0.008-0.025-0.0060.000-0.025-0.0311.0029.00.0000.0000.0000.0000.0000.0000.0000.000

SPAN 3X/LXSWSW+PTSW+PT+SDLSW+PT+SDL+CreepLLXLSustainedTotal ftinininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0140.0090.0110.0340.0070.0000.0340.0410.102.90.0340.0200.0260.0770.0160.0000.0770.0930.154.30.0580.0330.0420.1270.0250.0000.1270.1520.205.80.0840.0460.0600.1790.0350.0000.1790.2140.257.20.1100.0590.0770.2310.0450.0000.2310.2750.308.70.1340.0720.0930.2800.0530.0000.2800.3330.3510.10.1550.0830.1080.3230.0600.0000.3230.3830.4011.60.1720.0920.1200.3590.0660.0000.3590.4240.4513.00.1840.0990.1280.3850.0690.0000.3850.4540.5014.50.1910.1030.1330.4000.0710.0000.4000.4700.5515.90.1910.1040.1340.4030.0700.0000.4030.4730.6017.40.1860.1010.1310.3930.0680.0000.3930.4600.6518.80.1740.0960.1240.3710.0630.0000.3710.4330.7020.30.1570.0870.1120.3360.0560.0000.3360.3930.7521.70.1350.0750.0970.2910.0480.0000.2910.3400.8023.20.1100.0620.0790.2380.0390.0000.2380.2770.8524.60.0820.0460.0590.1780.0290.0000.1780.2070.9026.10.0530.0300.0390.1160.0190.0000.1160.1350.9527.50.0250.0140.0180.0550.0090.0000.0550.0641.0029.00.0000.0000.0000.0000.0000.0000.0000.000

36 - DETAILED DEFLECTIONS LIVE LOAD

36.1 - Detailed Deflections Live Load - Service Combination 1

CLX/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.2890.386-0.0970.274-0.0790.3830.386-0.0970.347-0.0870.050.80.2710.363-0.0920.257-0.0750.3600.363-0.0920.327-0.0830.101.70.2530.340-0.0870.240-0.0710.3380.340-0.0870.306-0.0780.152.50.2360.318-0.0820.223-0.0670.3150.318-0.0820.286-0.0740.203.30.2180.295-0.0770.206-0.0630.2930.295-0.0770.266-0.0700.254.20.2000.273-0.0730.189-0.0590.2710.273-0.0730.246-0.0650.305.00.1830.251-0.0680.172-0.0550.2490.251-0.0680.226-0.0610.355.90.1660.228-0.0630.156-0.0510.2270.228-0.0630.206-0.0570.406.70.1480.207-0.0580.140-0.0470.2050.207-0.0580.186-0.0520.457.60.1320.185-0.0530.124-0.0430.1830.185-0.0530.166-0.0480.508.40.1150.164-0.0480.108-0.0390.1620.164-0.0480.147-0.0440.559.30.1000.143-0.0440.093-0.0350.1420.143-0.0440.129-0.0390.6010.10.0840.123-0.0390.078-0.0320.1220.123-0.0390.111-0.0350.6511.00.0700.104-0.0340.065-0.0280.1030.104-0.0340.093-0.0300.7011.80.0560.085-0.0290.052-0.0240.0840.085-0.0290.077-0.0260.7512.70.0430.068-0.0240.040-0.0200.0670.068-0.0240.061-0.0220.8013.50.0320.051-0.0190.029-0.0160.0510.051-0.0190.046-0.0170.8514.40.0210.036-0.0150.019-0.0120.0360.036-0.0150.032-0.0130.9015.20.0130.022-0.0100.011-0.0080.0220.022-0.0100.020-0.0090.9516.10.0050.010-0.0050.005-0.0040.0100.010-0.0050.009-0.0041.0016.90.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 1X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.4-0.005-0.0140.009-0.0040.007-0.0140.009-0.0140.008-0.0130.102.9-0.008-0.0270.019-0.0050.015-0.0260.019-0.0270.017-0.0240.154.3-0.008-0.0370.029-0.0030.024-0.0360.029-0.0370.026-0.0330.205.8-0.006-0.0450.0390.0010.031-0.0440.039-0.0450.035-0.0410.257.2-0.003-0.0510.0490.0060.039-0.0500.049-0.0510.044-0.0460.308.70.001-0.0560.0570.0110.044-0.0540.057-0.0560.051-0.0500.3510.10.005-0.0590.0640.0170.049-0.0560.064-0.0590.057-0.0530.4011.60.008-0.0600.0680.0220.052-0.0570.068-0.0600.061-0.0540.4513.00.011-0.0600.0710.0270.053-0.0570.071-0.0600.064-0.0540.5014.50.013-0.0580.0720.0300.052-0.0550.072-0.0580.065-0.0530.5515.90.015-0.0560.0700.0320.050-0.0520.070-0.0560.063-0.0500.6017.40.015-0.0520.0670.0330.046-0.0490.067-0.0520.060-0.0470.6518.80.014-0.0480.0610.0320.040-0.0440.061-0.0480.055-0.0430.7020.30.012-0.0420.0540.0290.034-0.0390.054-0.0420.049-0.0380.7521.70.010-0.0360.0460.0260.027-0.0330.046-0.0360.041-0.0320.8023.20.007-0.0290.0360.0210.019-0.0270.036-0.0290.033-0.0270.8524.60.004-0.0220.0270.0160.012-0.0200.027-0.0220.024-0.0200.9026.10.002-0.0150.0170.0100.006-0.0130.017-0.0150.015-0.0140.9527.50.000-0.0080.0080.0050.002-0.0070.008-0.0080.007-0.0071.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 2X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0010.008-0.007-0.0040.0000.0070.008-0.0070.007-0.0060.102.90.0040.017-0.013-0.0090.0030.0140.017-0.0130.015-0.0110.154.30.0080.026-0.018-0.0120.0070.0220.026-0.0180.023-0.0160.205.80.0120.035-0.022-0.0160.0120.0280.035-0.0220.031-0.0200.257.20.0170.043-0.026-0.0190.0180.0340.043-0.0260.038-0.0230.308.70.0210.049-0.029-0.0210.0230.0390.049-0.0290.045-0.0260.3510.10.0240.055-0.031-0.0240.0280.0420.055-0.0310.049-0.0280.4011.60.0260.058-0.033-0.0250.0320.0440.058-0.0330.053-0.0290.4513.00.0260.060-0.034-0.0260.0350.0440.060-0.0340.054-0.0300.5014.50.0260.060-0.034-0.0270.0370.0430.060-0.0340.054-0.0300.5515.90.0240.058-0.033-0.0270.0370.0390.058-0.0330.052-0.0300.6017.40.0220.054-0.032-0.0270.0350.0350.054-0.0320.048-0.0290.6518.80.0180.048-0.030-0.0260.0330.0290.048-0.0300.043-0.0270.7020.30.0140.042-0.028-0.0240.0290.0230.042-0.0280.037-0.0250.7521.70.0090.034-0.025-0.0220.0240.0160.034-0.0250.030-0.0220.8023.20.0050.026-0.021-0.0190.0190.0100.026-0.0210.023-0.0190.8524.60.0010.018-0.017-0.0150.0130.0040.018-0.0170.016-0.0150.9026.1-0.0020.010-0.012-0.0110.0070.0000.010-0.0120.009-0.0100.9527.5-0.0020.004-0.006-0.0060.003-0.0010.004-0.0060.004-0.0051.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 3X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.40.004-0.0030.0070.007-0.0020.0040.007-0.0030.006-0.0030.102.90.011-0.0050.0160.016-0.0040.0100.016-0.0050.014-0.0050.154.30.018-0.0070.0250.025-0.0050.0170.025-0.0070.023-0.0060.205.80.027-0.0080.0350.035-0.0060.0250.035-0.0080.032-0.0080.257.20.035-0.0090.0450.044-0.0070.0330.045-0.0090.040-0.0090.308.70.043-0.0100.0530.052-0.0080.0410.053-0.0100.048-0.0090.3510.10.050-0.0100.0600.059-0.0080.0480.060-0.0100.054-0.0090.4011.60.055-0.0100.0660.065-0.0080.0530.066-0.0100.059-0.0090.4513.00.059-0.0100.0690.068-0.0080.0570.069-0.0100.062-0.0090.5014.50.061-0.0100.0710.070-0.0070.0590.071-0.0100.064-0.0090.5515.90.061-0.0090.0700.070-0.0070.0600.070-0.0090.063-0.0080.6017.40.059-0.0080.0680.067-0.0060.0580.068-0.0080.061-0.0070.6518.80.056-0.0070.0630.062-0.0050.0540.063-0.0070.057-0.0060.7020.30.050-0.0060.0560.056-0.0050.0490.056-0.0060.051-0.0050.7521.70.043-0.0050.0480.048-0.0040.0420.048-0.0050.044-0.0050.8023.20.035-0.0040.0390.039-0.0030.0350.039-0.0040.035-0.0040.8524.60.026-0.0030.0290.029-0.0020.0260.029-0.0030.026-0.0030.9026.10.017-0.0020.0190.019-0.0010.0170.019-0.0020.017-0.0020.9527.50.008-0.0010.0090.009-0.0010.0080.009-0.0010.008-0.0011.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

36.3 - Detailed Deflections Live Load - Service Combination 3

CLX/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.2890.386-0.0970.274-0.0790.3830.386-0.0970.0000.0000.050.80.2710.363-0.0920.257-0.0750.3600.363-0.0920.0000.0000.101.70.2530.340-0.0870.240-0.0710.3380.340-0.0870.0000.0000.152.50.2360.318-0.0820.223-0.0670.3150.318-0.0820.0000.0000.203.30.2180.295-0.0770.206-0.0630.2930.295-0.0770.0000.0000.254.20.2000.273-0.0730.189-0.0590.2710.273-0.0730.0000.0000.305.00.1830.251-0.0680.172-0.0550.2490.251-0.0680.0000.0000.355.90.1660.228-0.0630.156-0.0510.2270.228-0.0630.0000.0000.406.70.1480.207-0.0580.140-0.0470.2050.207-0.0580.0000.0000.457.60.1320.185-0.0530.124-0.0430.1830.185-0.0530.0000.0000.508.40.1150.164-0.0480.108-0.0390.1620.164-0.0480.0000.0000.559.30.1000.143-0.0440.093-0.0350.1420.143-0.0440.0000.0000.6010.10.0840.123-0.0390.078-0.0320.1220.123-0.0390.0000.0000.6511.00.0700.104-0.0340.065-0.0280.1030.104-0.0340.0000.0000.7011.80.0560.085-0.0290.052-0.0240.0840.085-0.0290.0000.0000.7512.70.0430.068-0.0240.040-0.0200.0670.068-0.0240.0000.0000.8013.50.0320.051-0.0190.029-0.0160.0510.051-0.0190.0000.0000.8514.40.0210.036-0.0150.019-0.0120.0360.036-0.0150.0000.0000.9015.20.0130.022-0.0100.011-0.0080.0220.022-0.0100.0000.0000.9516.10.0050.010-0.0050.005-0.0040.0100.010-0.0050.0000.0001.0016.90.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 1X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.4-0.005-0.0140.009-0.0040.007-0.0140.009-0.0140.0000.0000.102.9-0.008-0.0270.019-0.0050.015-0.0260.019-0.0270.0000.0000.154.3-0.008-0.0370.029-0.0030.024-0.0360.029-0.0370.0000.0000.205.8-0.006-0.0450.0390.0010.031-0.0440.039-0.0450.0000.0000.257.2-0.003-0.0510.0490.0060.039-0.0500.049-0.0510.0000.0000.308.70.001-0.0560.0570.0110.044-0.0540.057-0.0560.0000.0000.3510.10.005-0.0590.0640.0170.049-0.0560.064-0.0590.0000.0000.4011.60.008-0.0600.0680.0220.052-0.0570.068-0.0600.0000.0000.4513.00.011-0.0600.0710.0270.053-0.0570.071-0.0600.0000.0000.5014.50.013-0.0580.0720.0300.052-0.0550.072-0.0580.0000.0000.5515.90.015-0.0560.0700.0320.050-0.0520.070-0.0560.0000.0000.6017.40.015-0.0520.0670.0330.046-0.0490.067-0.0520.0000.0000.6518.80.014-0.0480.0610.0320.040-0.0440.061-0.0480.0000.0000.7020.30.012-0.0420.0540.0290.034-0.0390.054-0.0420.0000.0000.7521.70.010-0.0360.0460.0260.027-0.0330.046-0.0360.0000.0000.8023.20.007-0.0290.0360.0210.019-0.0270.036-0.0290.0000.0000.8524.60.004-0.0220.0270.0160.012-0.0200.027-0.0220.0000.0000.9026.10.002-0.0150.0170.0100.006-0.0130.017-0.0150.0000.0000.9527.50.000-0.0080.0080.0050.002-0.0070.008-0.0080.0000.0001.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 2X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.40.0010.008-0.007-0.0040.0000.0070.008-0.0070.0000.0000.102.90.0040.017-0.013-0.0090.0030.0140.017-0.0130.0000.0000.154.30.0080.026-0.018-0.0120.0070.0220.026-0.0180.0000.0000.205.80.0120.035-0.022-0.0160.0120.0280.035-0.0220.0000.0000.257.20.0170.043-0.026-0.0190.0180.0340.043-0.0260.0000.0000.308.70.0210.049-0.029-0.0210.0230.0390.049-0.0290.0000.0000.3510.10.0240.055-0.031-0.0240.0280.0420.055-0.0310.0000.0000.4011.60.0260.058-0.033-0.0250.0320.0440.058-0.0330.0000.0000.4513.00.0260.060-0.034-0.0260.0350.0440.060-0.0340.0000.0000.5014.50.0260.060-0.034-0.0270.0370.0430.060-0.0340.0000.0000.5515.90.0240.058-0.033-0.0270.0370.0390.058-0.0330.0000.0000.6017.40.0220.054-0.032-0.0270.0350.0350.054-0.0320.0000.0000.6518.80.0180.048-0.030-0.0260.0330.0290.048-0.0300.0000.0000.7020.30.0140.042-0.028-0.0240.0290.0230.042-0.0280.0000.0000.7521.70.0090.034-0.025-0.0220.0240.0160.034-0.0250.0000.0000.8023.20.0050.026-0.021-0.0190.0190.0100.026-0.0210.0000.0000.8524.60.0010.018-0.017-0.0150.0130.0040.018-0.0170.0000.0000.9026.1-0.0020.010-0.012-0.0110.0070.0000.010-0.0120.0000.0000.9527.5-0.0020.004-0.006-0.0060.003-0.0010.004-0.0060.0000.0001.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

SPAN 3X/LXLL1LL2LL3LL4LL5LL6LL MaxLL MinCreep MaxCreep Min ftinininininininininin0.000.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.051.40.004-0.0030.0070.007-0.0020.0040.007-0.0030.0000.0000.102.90.011-0.0050.0160.016-0.0040.0100.016-0.0050.0000.0000.154.30.018-0.0070.0250.025-0.0050.0170.025-0.0070.0000.0000.205.80.027-0.0080.0350.035-0.0060.0250.035-0.0080.0000.0000.257.20.035-0.0090.0450.044-0.0070.0330.045-0.0090.0000.0000.308.70.043-0.0100.0530.052-0.0080.0410.053-0.0100.0000.0000.3510.10.050-0.0100.0600.059-0.0080.0480.060-0.0100.0000.0000.4011.60.055-0.0100.0660.065-0.0080.0530.066-0.0100.0000.0000.4513.00.059-0.0100.0690.068-0.0080.0570.069-0.0100.0000.0000.5014.50.061-0.0100.0710.070-0.0070.0590.071-0.0100.0000.0000.5515.90.061-0.0090.0700.070-0.0070.0600.070-0.0090.0000.0000.6017.40.059-0.0080.0680.067-0.0060.0580.068-0.0080.0000.0000.6518.80.056-0.0070.0630.062-0.0050.0540.063-0.0070.0000.0000.7020.30.050-0.0060.0560.056-0.0050.0490.056-0.0060.0000.0000.7521.70.043-0.0050.0480.048-0.0040.0420.048-0.0050.0000.0000.8023.20.035-0.0040.0390.039-0.0030.0350.039-0.0040.0000.0000.8524.60.026-0.0030.0290.029-0.0020.0260.029-0.0030.0000.0000.9026.10.017-0.0020.0190.019-0.0010.0170.019-0.0020.0000.0000.9527.50.008-0.0010.0090.009-0.0010.0080.009-0.0010.0000.0001.0029.00.0000.0000.0000.0000.0000.0000.0000.0000.0000.000

POST-TENSIONINGREQUIRED AND PROVIDED

POST-TENSIONINGPROFILE

DEFLECTION

LOAD CASE: Selfweight

MOMENTSHEAR

STRESSDEFLECTION

LOAD CASE: Super Imposed Dead Load

MOMENTSHEAR

STRESSDEFLECTION

LOAD CASE: Live Load

MOMENTSHEAR

STRESSDEFLECTION

LOAD CASE: Other Load

MOMENTSHEAR

STRESSDEFLECTION

LOAD CASE: Prestressing Load

MOMENTSHEAR

STRESSDEFLECTION

LOAD CASE: Hyper Static Load

MOMENTSHEAR

LOAD COMBINATION: SERVICE_1_Min_LL



REINFORCEMENTREQUIRED AND PROVIDED

LOAD COMBINATION: SERVICE_1_Max_LL




LOAD COMBINATION: SERVICE_2_Min_LL




LOAD COMBINATION: SERVICE_2_Max_LL




LOAD COMBINATION: STRENGTH_1_Min_LL



LOAD COMBINATION: STRENGTH_1_Max_LL



LOAD COMBINATION: STRENGTH_2_Min_LL



LOAD COMBINATION: STRENGTH_2_Max_LL



LOAD COMBINATION: INITIAL_MIN_LL




LOAD COMBINATION: INITIAL_MAX_LL




LOAD COMBINATION: Cracking_Moment








Legend (2.1):SpanC = CantileverForm1 = Rectangular, 2 = T or Inverted L, 3 = I, 4 = Extended T or L sectionRhElevation of top surfaceTFTop flangeMFMiddle flangeBFBottom flange

Legend (2.7):The Column Boundary Condition (CBC):Fixed at both1Hinged at near end, fixed at far end2Fixed at near end, hinged at far end3Fixed at near end, roller with rotational fixity at far end4LCLower ColumnUCUpper Column

Legend (3.1):Class:SW: Selfweight, LL: Live Load, SDL: Superimposed Dead Load, X: Other LoadingType:U: Uniform, P: Partial Uniform, L: Line Load, M: Applied MomentC: Concentrated Load, R: Triangle, V: Variable, T: Trapezoidal

Legend (4.1, 4.2):Yb: distance from centroid to bottom fiberYt: distance from centroid to top fiberI: gross moment of inertia

Legend (7.1):Type 1 = reversed parabola 2 = simple parabola with straight portion over support 3 = harped tendon 4 = straight tendon 5 = extended reversed parabola

Legend (7.2):CGS C1: CGS of left middle point of tendon for type 5 profileCGS C2: CGS of right middle point of tendon for type 5 profile or middle point of other types

Legend (10.1, 11.1):From: Beginning of rebar measured from left support of the spanTo: End of rebar measured from left support of the spanAs Required: Envelope of minimum and ultimate rebarUltimate: Required rebar for ultimate load combinationsMinimum: Required minimum rebar

Legend (10.2, 11_2):ID: ID number of the bar as shown on graphFrom: Beginning of rebar measured from left support of the spanQuantity: Number of barsSize: Bar numberLength: Total length of the barArea: Area of reinforcement

Legend (13): Layer: The layer of the reinforcement for each column Cond.: 1 = Interior, 2 = End, 3 = Corner, 4 = Edge a: The distance between the layer and face of column or drop cap(*) d: Effective depth b1: length of section parallel to span line b2: length of section normal to span line Vu: Factored shear Mu: Factored moment Stress : Maximum stress Allow : Allowable stress Ratio : Ratio of calculated to allowable stress As: Required area of reinforcement Nstud: Number of shear studs between layers on each rail

Legend (22):TYPE1 = Uniform 2 = Concentrated3 = Partial Uniform 4 = Applied Moment

Legend (30): Layer: The layer of the reinforcement for each column Cond.: 1 = Interior, 2 = End, 3 = Corner, 4 = Edge a: The distance between the layer and face of column or drop cap(*) d: Effective depth b1: length of section parallel to span line b2: length of section normal to span line Vu: Factored shear Mu: Factored moment Stress : Maximum stress Allow : Allowable stress Ratio : Ratio of calculated to allowable stress As: Required area of reinforcement Nstud: Number of shear studs between layers on each rail

Documents

ADAPT full report