BeamDesign--16-Mar-14Beam/Girder Design/w/ seismic Detailing--1/2/081.0REFERENCES:1.1 NATIONAL STRUCTURAL CODE OF THE PHILIPPINES, NSCP, VOLUME I, FIFTH EDITION 20011.2 AMERICAN CONCRETE INSTITUTE, ACI2.0CONSTANTS:Concrete Compressive Strength, f'c=20.70MPa@ d0.1599999744Reinforcing Steel Yield Strength, fy@ 2h0.3500000097for Any Rebar Diameter=276.00MPaMax Steel Ratio, rmaxChoose Steel Ratio, r=0.015for Rebar Diameter 12mm and Below=0.027836b1=0.85for Rebar Diameter 16mm and Above=0.027836Max Steel Ratio, rmax=0.020Min Steel Ratio, rminfor Any Rebar Diameter=0.0050725mfor Any Rebar Diameter=15.686Rfor Any Rebar Diameter=3.6529MPaReinforced Concrete Unit Weight,gc=24.00kN/m3Concrete Cover=40mmStirrups=10mmStiffener Bars=10mmStaad File Name and directory:C:\Users\SharmYam\Desktop\Analysis\trial.std*Note: should have should include the whole file location and the staad file with .std file extensionEnd TypeBeam Type3Cantileverx1Normal2ContinuousxTop & Bottom reinforcedDiscontinuousx3.0BEAM:B-1LOCATION:Ground FloorBEAM/GIRDER TYPE:NormalBEAM no. ( @ left ):8BEAM no. (shear):8Actual Beam Length :4.0ContinuityBEAM no. (mid span):8Top Bars :20 mm1.4D+1.7L L/C # :21SingleFor Verification of Actual beam lengthBEAM no. (@ right ):8Bottom Bars :20 mmDoubleDESIGN OF FLEXURAL REINFORCEMENTSMultipleLEFT SUPPORTMIDSPANRIGHT SUPPORTEnd TypeDiscontinuousContinuousMax. Moment, MU (kNm)20.4839.6646.78Continuity of MembersReq'd bd2, (mm3)622877212063427142292650Choose Base, b (mm)250250250Member Length =4.0Req'd Effective Depth, d (mm)157.85219.67238.57Req'd Height, h (mm)217.85279.67298.57Left SupportMidspanRight SupportChoose Height, h (mm)700700700Max. Moment, MU (kNm)TB20.480.4846.78Actual Effective Depth, d (mm)640640640BB1.2039.660.00X0.00080510.00001870.0018392Req'd bd2, (mm3)62287721206342714229265Req'd r0.00081020.00001870.0018665XTB0.00080510.00001870.0018392Use r0.00507250.00507250.0050725BB0.00004700.00155920.0000001MAIN BARSReq'd rTB0.00081020.00001870.0018665Top BarsTop BarsTop BarsBB0.00004710.00157880.0000001Req'd As, (mm2)811.59811.59811.59Use rTB0.00507250.00507250.0050725Req'd No. of Bars, (pcs)2.582.582.58BB0.00507250.00507250.0050725Use No. of Bars, (pcs)333Req'd As, (mm2)TB811.59811.59811.59Bottom BarsBottom BarsBottom BarsBB811.59811.59811.59Req'd No. of Bars, (pcs)2.582.582.58Req'd No. of Bars, (pcs)TB2.582.582.58Use No. of Bars, (pcs)333BB2.582.582.58Use No. of Bars, (pcs)TB333DESIGN OF SHEAR REINFORCEMENTSBB333Max. Shear, VU (kN)70.435No. of Legs4Shear @ "d" Distance, VU (kN)55.117Concrete Shear Capacity, VC (kN)121.33Shear @ "2h" Distance, VU (kN)31.080Area of Stirrup, Av (mm2)314.16Smin, (mm)114.352*Smin, (mm)228.69@ Non-critical Region:Smax, (mm)320.00@ Critical Region; 2h from Support:2h =1400 mmSmax, (mm)160.00Spacing Req'd by Ve:0Length of Member, (m)4.000wU, (kN/m)12.98As, (mm2)942.48a, (mm)73.92Mpr, (kNm)196.08Ve, (kN)124.01Smax, (mm)2259.18@ "d" Distance:@ "2h" Distance:Req'd S, (mm)-982.49Req'd S, (mm)-654.70Use S, (mm)150Use S, (mm)310No. of Bars, n (pcs)9SummaryWidthDepthBar dia.Discont "A"Cont "A"Mid - spanCont "B"Discont "B"Web bars each faceStirrup Dia.Stirrup SpacingRemarks25070020 mmTB303302-1 mm 102 sets 10 mm dia - 1 @ 50mm , 9 @ 150 mm, rest @ 310 mm O.C.0BB303301 @ 50mm , 9 @ 150 mm, rest @ 310 mm O.C.2 sets 10 mm dia - 1 @ 50mm , 9 @ 150 mm, rest @ 310 mm O.C.@ Supports:3 pcs-20 mmTop Bars&3 pcs-20 mmBottom Bars@ Midspan:3 pcs-20 mmTop Bars&3 pcs-20 mmBottom BarsStirrups:14 mmf Stirrups spaced:1 @ 50mm,9 @150Rest @310 mmStiffener Bars:Use1 pc/s-10 mmBars each sides

Checked by :Prepared by :Date :Page No. :Drawing No. :Description :Project :Checked by :Prepared by :Date :Page No. :Drawing No. :Description :Project :Checked by :Prepared by :Date :Page No. :Drawing No. :Description :Project :Checked by :Prepared by :Date :Page No. :Worksheet VersionDescription :Project :Retrieve Staad Result

BeamForces123456789101112131415Staad File :C:\Users\SharmYam\Desktop\Analysis\trial.stdBeam Number (For Moment @ Left support ) :8Beam Number ( for Shear) :8Beam Number (For Moment @ Right Support ) :8Beam Number (For Moment @ midspan ) :8Primary Load cases:5Load Combination cases:16End Forces For Member "a" (Start)123456789101112131415161718192021Loadcase NameLOAD 1 LOADTYPE SEISMICLOAD 2 LOADTYPE SEISMICLOAD 3 LOADTYPE DEADLOAD 4 LOADTYPE LIVELOAD 5 LOADTYPE LIVEUBC ULS 1UBC ULS 2UBC ULS 3GENERATED IBC TABLE2LLFAHALF232EX1 1GENERATED IBC TABLE2LLFAHALF232EX1 2GENERATED IBC TABLE2LLFAHALF232EX1 3GENERATED IBC TABLE2LLFAHALF232EX1 4GENERATED IBC TABLE2LLFAHALF232EX1 5GENERATED IBC TABLE2LLFAHALF232EX1 6GENERATED IBC TABLE2LLFAHALF232EX1 7GENERATED IBC TABLE2LLFAHALF232EX1 8GENERATED IBC TABLE2LLFAHALF232EX1 9GENERATED IBC TABLE2LLFAHALF232EX1 10GENERATED IBC TABLE2LLFAHALF232EX1 11GENERATED IBC TABLE2LLFAHALF232EX1 12GENERATED IBC TABLE2LLFAHALF232EX1 13FX kN0.00 kN-0.02 kN6.98 kN0.11 kN2.15 kN13.63 kN9.97 kN13.44 kN9.78 kN12.01 kN9.51 kN8.38 kN9.52 kN9.49 kN9.51 kN9.54 kN6.29 kN6.29 kN6.26 kN6.29 kN6.31 kNFY kN-0.51 kN-0.00 kN31.11 kN-0.35 kN8.31 kN57.10 kN42.97 kN57.69 kN43.56 kN50.08 kN41.32 kN37.34 kN40.81 kN41.32 kN41.83 kN41.32 kN28.00 kN27.49 kN28.00 kN28.51 kN28.00 kNFZ kN-0.00 kN-0.00 kN-0.00 kN0.02 kN-0.01 kN0.01 kN0.03 kN-0.03 kN-0.01 kN0.01 kN-0.00 kN-0.01 kN-0.00 kN-0.00 kN-0.00 kN0.00 kN-0.00 kN-0.00 kN-0.01 kN-0.00 kN-0.00 kNMX kN*m0.00 kN-0.00 kN-0.08 kN0.10 kN-0.01 kN0.04 kN0.06 kN-0.14 kN-0.11 kN0.05 kN-0.05 kN-0.10 kN-0.05 kN-0.06 kN-0.05 kN-0.05 kN-0.07 kN-0.07 kN-0.08 kN-0.07 kN-0.07 kNMY kN*m0.00 kN0.00 kN0.01 kN-0.05 kN0.02 kN-0.02 kN-0.06 kN0.06 kN0.02 kN-0.02 kN0.00 kN0.01 kN0.00 kN0.01 kN0.00 kN-0.00 kN0.01 kN0.01 kN0.01 kN0.01 kN0.01 kNMZ kN*m-1.20 kN-0.00 kN10.64 kN-0.22 kN3.28 kN20.11 kN14.53 kN20.48 kN14.90 kN17.67 kN14.30 kN12.77 kN13.11 kN14.30 kN15.50 kN14.31 kN9.58 kN8.38 kN9.57 kN10.77 kN9.58 kNMax Negative Mz @ End "a" (top)20.478Member Length (m)4.000Max Positive Mz @ End "a" (bot)-1.1970.0000.0000.0000.0000.0000.0000.0008.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Max Negative Mz Loadcase8.0001.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Max Positive Mz Loadcase1.000End Forces For Member "b" (end)123456789101112131415161718192021Loadcase NameLOAD 1 LOADTYPE SEISMICLOAD 2 LOADTYPE SEISMICLOAD 3 LOADTYPE DEADLOAD 4 LOADTYPE LIVELOAD 5 LOADTYPE LIVEUBC ULS 1UBC ULS 2UBC ULS 3GENERATED IBC TABLE2LLFAHALF232EX1 1GENERATED IBC TABLE2LLFAHALF232EX1 2GENERATED IBC TABLE2LLFAHALF232EX1 3GENERATED IBC TABLE2LLFAHALF232EX1 4GENERATED IBC TABLE2LLFAHALF232EX1 5GENERATED IBC TABLE2LLFAHALF232EX1 6GENERATED IBC TABLE2LLFAHALF232EX1 7GENERATED IBC TABLE2LLFAHALF232EX1 8GENERATED IBC TABLE2LLFAHALF232EX1 9GENERATED IBC TABLE2LLFAHALF232EX1 10GENERATED IBC TABLE2LLFAHALF232EX1 11GENERATED IBC TABLE2LLFAHALF232EX1 12GENERATED IBC TABLE2LLFAHALF232EX1 13FX kN-0.00 kN0.02 kN-6.98 kN-0.11 kN-2.15 kN-13.63 kN-9.97 kN-13.44 kN-9.78 kN-12.01 kN-9.51 kN-8.38 kN-9.52 kN-9.49 kN-9.51 kN-9.54 kN-6.29 kN-6.29 kN-6.26 kN-6.29 kN-6.31 kNFY kN0.51 kN0.00 kN38.13 kN0.35 kN9.69 kN70.43 kN53.96 kN69.85 kN53.38 kN61.81 kN50.77 kN45.75 kN51.28 kN50.77 kN50.26 kN50.77 kN34.31 kN34.82 kN34.31 kN33.80 kN34.31 kNFZ kN0.00 kN0.00 kN0.00 kN-0.02 kN0.01 kN-0.01 kN-0.03 kN0.03 kN0.01 kN-0.01 kN0.00 kN0.01 kN0.00 kN0.00 kN0.00 kN-0.00 kN0.00 kN0.00 kN0.01 kN0.00 kN0.00 kNMX kN*m-0.00 kN0.00 kN0.08 kN-0.10 kN0.01 kN-0.04 kN-0.06 kN0.14 kN0.11 kN-0.05 kN0.05 kN0.10 kN0.05 kN0.06 kN0.05 kN0.05 kN0.07 kN0.07 kN0.08 kN0.07 kN0.07 kNMY kN*m0.00 kN0.01 kN0.01 kN-0.04 kN0.02 kN-0.02 kN-0.05 kN0.05 kN0.01 kN-0.02 kN0.00 kN0.01 kN0.00 kN0.01 kN-0.00 kN-0.01 kN0.01 kN0.01 kN0.02 kN0.00 kN-0.00 kNMZ kN*m-0.85 kN-0.00 kN-24.67 kN-1.17 kN-6.04 kN-46.78 kN-36.52 kN-44.80 kN-34.53 kN-41.13 kN-33.20 kN-29.60 kN-34.05 kN-33.20 kN-32.36 kN-33.20 kN-22.20 kN-23.05 kN-22.20 kN-21.35 kN-22.20 kNMax Negative Mz @ End "b" (top)-0.003Member Length (m)4.000Max Positive Mz @ End "b" (bot)-46.7810.0002.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Max Negative Mz Loadcase2.0000.0000.0000.0000.0000.0006.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Max Positive Mz Loadcase6.000Mz @ midspan of Member CMZ kN*m-0.18 kN-0.00 kN-19.78 kN0.48 kN-7.04 kN-38.85 kN-26.89 kN-39.66 kN-27.69 kN-34.24 kN-27.02 kN-23.74 kN-27.19 kN-27.02 kN-26.84 kN-27.02 kN-17.80 kN-17.98 kN-17.80 kN-17.63 kN-17.80 kNMax Negative Moment ( Top Bars)0.475Max Positive Moment ( Bot Bars)-39.660Max Positive Moment @ member CPositive Moment for MidspanShear @ Member DMember Length (m)4.000Max Shear per load case-0.511-0.00231.114-0.3468.31157.09942.97157.68843.55950.08041.31937.33640.80841.31741.83041.32028.00227.49128.00128.51328.004Max Shear57.688Min Shear per load case-0.511-0.002-38.126-0.346-9.688-70.435-53.965-69.846-53.376-61.806-50.768-45.751-51.279-50.770-50.258-50.767-34.313-34.824-34.315-33.803-34.312Max Shear-70.435Ultimate Shear70.4350.0000.0000.0000.0000.0000.0000.0008.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0006.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.000Load Case # Positive8Load Case # Negative6distance ratio from startShear Valuedistance ratio from endShear ValueUse as Design Shear"d" distance0.6400.16041.7820.840-55.11755.117From End Node"2h" distance1.4000.35017.7450.650-31.08031.080From End NodeWu 0.75*(1.4 DL + 1.7LL)12.982Load case of Dead & Live2Load case for max MZ8.000Mid distance0.500Load case for max Fy6.000

Sheet1BeamL/CDist mFx kNFy kNFz kNMx kNmMy kNmMz kNm35 1.4D + 1.7L0-3.347-0.1870.284-0.298-0.0340.5350.519-3.347-0.1870.284-0.2980.1130.6321.038-3.347-0.1870.284-0.2980.260.7291.556-3.347-0.1870.284-0.2980.4070.8262.075-3.347-0.1870.284-0.2980.5540.9236 1.32D + .55L +1.1EX ==>01.216-5.409-2.1552.632.24-5.7970.5191.216-5.409-2.1552.631.122-2.9911.0381.216-5.409-2.1552.630.004-0.1851.5561.216-5.409-2.1552.63-1.1142.6222.0751.216-5.409-2.1552.63-2.2335.4287 1.32D + .55L +1.1EX 0-2.116-95.8451.7580.933-1.018-98.9250.519-2.116-95.8451.7580.933-0.106-49.2051.038-2.116-95.8451.7580.9330.8060.5141.556-2.116-95.8451.7580.9331.71850.2342.075-2.116-95.8451.7580.9332.6399.9549 1.32D + .55L +1.1EZ 00.453-2.221-5.2943.612-7.678-5.0210.2160.453-3.227-5.2943.612-8.82-4.4330.4310.453-4.234-5.2943.612-9.962-3.6280.6470.453-5.24-5.2943.612-11.105-2.6060.8630.453-6.247-5.2943.612-12.247-1.3677 1.32D + .55L +1.1EX 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0-9.538-11.0397.107-12.283-1.167-23.4820.303-9.538-14.0937.107-12.2830.986-19.6740.606-9.538-17.1467.107-12.2833.14-14.9410.909-9.538-20.1997.107-12.2835.293-9.2841.212-9.538-23.2537.107-12.2837.447-2.79 1.32D + .55L +1.1EZ 02.692-27.3660.21710.5591.775-16.1180.2162.692-28.3730.21710.5591.821-10.1050.4322.692-29.3790.21710.5591.868-3.8750.6472.692-30.3860.21710.5591.9152.5720.8632.692-31.3920.21710.5591.9629.2367 1.32D + .55L +1.1EX 02.262-45.953-36.4176.75719.219-7.7650.2162.262-46.959-36.4176.75711.3622.2570.4322.262-47.966-36.4176.7573.50512.4970.6472.262-48.972-36.4176.757-4.35222.9550.8632.262-49.979-36.4176.757-12.20933.6299 1.32D + .55L +1.1EZ