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Project Name: Design Of Two-Way Slabs Specific Title: Group-5File Name: final safe adapt dgn Date of Generation: Saturday, April 30, 2016
email: Support@Adaptsoft.com 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
LOAD COMBINATION: Envelope
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
X/LXCGS ACGS BCGS C ftininin SPAN 2 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
X/LXCGS ACGS BCGS C ftininin SPAN 3 0.000.0009.009.009.000.051.4507.628.808.800.102.9006.398.608.600.154.3505.308.408.400.205.8004.368.208.200.257.2503.568.008.000.308.7002.917.807.800.3510.1502.407.607.600.4011.6002.047.407.400.4513.0501.827.207.200.5014.5001.757.007.000.5515.9501.786.806.800.6017.4001.886.606.600.6518.8502.046.406.400.7020.3002.276.206.200.7521.7502.566.006.000.8023.2002.925.805.800.8524.6503.345.605.600.9026.1003.835.405.400.9527.5504.385.205.201.0029.0005.005.005.00
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
SPAN 2X/LXAnalysis TopAnalysis BotMinimum TopMinimum BotSelected TopSelected Bot ftin2in2in2in2in2in20.031.000.000.002.610.002.610.000.051.450.000.002.610.002.610.000.102.900.000.002.610.002.610.000.154.350.000.002.610.002.610.000.205.800.000.000.000.000.000.000.257.250.000.000.000.000.000.000.308.700.000.000.000.000.000.000.3510.150.000.000.000.000.000.000.4011.600.000.000.000.000.000.000.4513.050.000.000.000.000.000.000.5014.500.000.000.000.000.000.000.5515.950.000.000.000.000.000.000.6017.400.000.000.000.000.000.000.6518.850.000.000.000.000.000.000.7020.300.000.000.000.000.000.000.7521.750.000.000.000.000.000.000.8023.200.000.000.000.000.000.000.8524.650.000.002.610.002.610.000.9026.100.000.002.610.002.610.000.9527.550.000.002.610.002.610.000.9728.000.000.002.610.002.610.00
SPAN 3X/LXAnalysis TopAnalysis BotMinimum TopMinimum BotSelected TopSelected Bot ftin2in2in2in2in2in20.031.000.730.002.610.002.610.000.051.450.000.002.610.002.610.000.102.900.000.002.610.002.610.000.154.350.000.002.610.002.610.000.205.800.000.000.000.000.000.000.257.250.000.000.000.000.000.000.308.700.000.000.000.000.000.000.3510.150.000.000.000.000.000.000.4011.600.000.000.000.000.000.000.4513.050.000.000.003.400.003.400.5014.500.000.360.004.020.004.020.5515.950.000.580.004.300.004.300.6017.400.000.360.004.140.004.140.6518.850.000.000.003.580.003.580.7020.300.000.000.000.000.000.000.7521.750.000.000.000.000.000.000.8023.200.000.000.000.000.000.000.8524.650.000.002.430.002.430.000.9026.100.000.002.430.002.430.000.9527.550.000.002.430.002.430.000.9728.000.000.002.430.002.430.00
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
Dist. = Distance between shear studs between layers
Column - 3LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in114.138.2532.2532.25-138.31197.590.2120.2300.920.0000.00
Dist. = Distance between shear studs between layers
Column - 4LayerCond.adb1b2VuMuStressAllow.RatioAsNStudsDist. ininininkk-ftksiksi in2 in124.138.2528.1332.25-85.47-209.040.2150.2680.800.0000.00
Dist. = Distance between shear studs between layers
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
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: SERVICE_1_Max_LL
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: SERVICE_2_Min_LL
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: SERVICE_2_Max_LL
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: STRENGTH_1_Min_LL
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: STRENGTH_1_Max_LL
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: STRENGTH_2_Min_LL
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: STRENGTH_2_Max_LL
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: INITIAL_MIN_LL
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: INITIAL_MAX_LL
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: Cracking_Moment
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
LOAD COMBINATION: Envelope
SERVICE COMBINATION STRESSES(Tension stress positive)
DESIGN MOMENT(Moment is drawn on tension side)
REINFORCEMENTREQUIRED AND PROVIDED
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
Recommended