Final Load Calculation123

Sheet1GROUND FLOORFor that, use Lx= smaller span of the pannel and Ly= larger span of panneleg. Lx=3.66m , and ly=3.66mm=Lx/Ly=1If triangular, Udl on beam= wS/3S=Lx=short span of pannelIf Trapezoidal, Udl on beam=wS(3-m2)/6m=Lx/Ly=short span/Large span ratioCalculation for Triangular LoadingS.NBeam I.D.LengthSpanSmaller Lx, Larter Ly, &Lx/LyLive Load finishslabSelf beamExternalInternalFinal LoadingC/C (m)(clear) mLx1Ly1Lx1/Ly1IntensityTri.(LL)IntensityUDLIntensityUDLBeam loadWall loadWall Dead udlLL udlCol.Triangular LoadingmmKN/m2KN/mKN/m2KN/mKN/m3KN/mKN/mKN/mKN/mKN/mKN/mKNGround floorG-D-1-53.663.66122.441.51.833.754.5756.18757.62520.21752.44G-D-5-23.663.66122.441.51.833.754.5756.18757.62520.21752.44D263.663.66122.441.51.833.7513.7256.187521.7425D633.663.66122.441.51.833.7513.7256.187521.7425
Bibek: staircase load should be reductedD373.663.66122.441.51.833.754.5756.18757.62520.2175D743.663.66122.441.51.833.754.5756.18757.62520.2175C153.663.66122.441.51.833.754.5756.187525.1852.44C523.663.66122.441.51.833.754.5756.187525.185C263.663.66122.441.51.833.754.5756.187511.33325C633.663.66122.441.51.833.754.5756.187511.33325
Bibek: void deduction+staircase deduction open wellC373.663.66122.441.51.833.754.5756.187525.185C743.663.66122.441.51.833.754.5756.187525.185B153.663.66122.441.51.833.754.5756.187525.185B523.663.66122.441.51.833.754.5756.187525.185B263.663.66122.441.51.833.754.5756.187511.33325B633.663.66122.441.51.833.754.5756.187511.33325
Bibek: staircase deduction openwellB373.663.66122.441.51.833.754.5756.187525.185B743.663.66122.441.51.833.754.5756.187525.185A153.663.66122.441.51.833.754.5756.18757.62520.21752.44A523.663.66122.441.51.833.754.5756.18757.62520.21752.44A263.663.66122.441.51.833.754.5756.18757.62520.21752.44A633.663.66122.441.51.833.754.5756.18757.62520.21752.44A373.663.66122.441.51.833.754.5756.18757.62520.21752.44A743.663.66122.441.51.833.754.5756.18757.62520.21752.441DE3.663.66122.441.51.833.754.5756.18757.62520.21752.441EC3.663.66122.441.51.833.754.5756.18757.62520.21752.44SHEAR WALL SIZE=0.1*3.051CF3.663.66122.441.51.833.754.5756.18757.62520.21752.441FB3.663.66122.441.51.833.754.5756.18757.62520.21752.441BG3.663.66122.441.51.833.754.5756.18757.62520.21752.441GA3.663.66122.441.51.833.754.5756.18757.62520.21752.442DC3.667.32123.01951.51.833.7514.81156256.18754.6727.49906253.01952CB3.667.32123.01951.51.833.7514.81156256.187528.871351.70036253.01952BG3.663.66122.441.51.833.754.5756.187583.125172.29152GA3.663.66122.441.51.833.754.5756.18757.62540.4352.443DC3.667.32123.01951.51.833.7514.81156256.18754.6727.4990625
Bibek: staircase deduction29.2151.53CB3.667.32123.01951.51.833.7514.81156256.187528.871351.7003625
Bibek: staircase deduction openwell 3BG3.663.66122.441.51.833.754.5756.187583.125172.29153GA3.663.66122.441.51.833.754.5756.18757.625040.4354DE3.663.66122.441.51.833.754.5756.18757.62520.21752.444EC3.663.66122.441.51.833.754.5756.18757.62520.21752.444CF3.663.66122.441.51.833.754.5756.18757.62520.21752.444FB3.663.66122.441.51.833.754.5756.18757.62520.21752.444BG3.663.66122.441.51.833.754.5756.18757.62520.21752.444GA3.663.66122.441.51.833.754.5756.18757.62520.21752.44SECONDARY BEAM0E153.663.66122.441.51.833.754.5752.812518.4352.44E523.663.66122.441.51.833.754.5752.812518.4352.44E373.663.66122.441.51.833.754.5752.812518.4352.44E743.663.66122.441.51.833.754.5752.812518.4352.44F153.663.66122.441.51.833.754.5752.812518.4352.44F523.663.66122.441.51.833.754.5752.812518.4352.44F373.663.66122.441.51.833.754.5752.812518.4352.44F743.663.66122.441.51.833.754.5752.812518.4352.44G153.663.66122.441.51.833.754.5752.812518.4352.44G523.663.66122.441.51.833.754.5752.812518.4352.44G263.663.66122.441.51.833.754.5752.812518.4352.44G633.663.66122.441.51.833.754.5752.812518.4352.44G373.663.66122.441.51.833.754.5752.812518.4352.44G743.663.66122.441.51.833.754.5752.812518.4352.445DE3.663.66122.441.51.833.754.5752.812518.4352.445EC3.663.66122.441.51.833.754.5752.812518.4352.445CF3.663.66122.441.51.833.754.5752.812518.4352.445FB3.663.66122.441.51.833.754.5752.812518.4352.445BG3.663.66122.441.51.833.754.5752.812518.4352.445GA3.663.66122.441.51.833.754.5752.812518.4352.446DC3.667.32123.3551.51.833.756.2906252.81254.6715.603125
Bibek: staircase deduction
Bibek: staircase load should be reducted
Bibek: staircase deduction openwell
Bibek: void deduction+staircase deduction open well
Bibek: staircase deduction openwell3.3556CB3.667.32124.6971.51.833.758.8068752.81254.6718.1193754.6976BG3.663.66122.441.51.833.754.5752.812518.4352.446GA3.663.66122.441.51.833.754.5752.812518.4352.447DE3.663.66122.441.51.833.754.5752.812518.4352.447EC3.663.66122.441.51.833.754.5752.812518.4352.447CF3.663.66122.441.51.833.754.5752.812518.4352.447FB3.663.66122.441.51.833.754.5752.812518.4352.447BG3.663.66122.441.51.833.754.5752.812518.4352.447GA3.663.66122.441.51.833.754.5752.812518.4352.44

Sheet21ST FLOORfloor to ceiling height 2.74mDepth of beam0.55mInternal wall thickness0.11mCalculation for Triangular LoadingS.NBeam I.D.LengthSpanSmaller Lx, Larter Ly, &Lx/LyLive Load finishslabSelf beamExternalInternalFinal LoadingC/C (m)(clear) mLx1Ly1Lx1/Ly1IntensityTri.(LL)IntensityUDLIntensityUDLBeam loadWall loadWall Parapet Dead udlLL udlCol.Triangular LoadingmmKN/m2KN/mKN/m2KN/mKN/m3KN/mKN/mKN/mKN/mKN/mKN/mKN/mKNprimary beamD153.663.66122.441.53.663.759.156.18756.7725.7675D523.663.66122.441.51.833.759.54016393446.18754.25463606561.482019672123.294319672180% reduction for openingD263.663.66122.441.51.833.7513.7256.187521.7425D63D373.663.66122.441.51.833.759.54016393446.18754.25463606561.482019672123.294319672180% reduction for openingD743.663.66122.441.51.833.759.66721311486.18756.7724.4547131148C153.663.66122.441.53.663.759.156.18752.07021.0673229508C523.663.66122.441.53.663.759.156.18756.094478688525.091978688520 %REDUCTION FOR OPENINGC263.663.66122.441.53.663.759.156.18758.832.4675C633.663.66122.441.53.663.759.156.18758.832.4675C373.663.66122.441.53.663.759.156.18756.094478688525.091978688520 %REDUCTION FOR OPENINGC743.663.66122.441.53.663.759.156.18752.069822950821.0673229508B153.663.66122.441.53.663.759.156.18754.112891803323.1103918033B523.663.66122.441.53.663.759.156.18758.121180327927.1186803279B263.663.66122.441.53.663.759.156.18758.832.4675B633.663.66122.441.53.663.759.156.18758.832.4675B373.663.66122.441.53.663.759.156.18758.121180327927.1186803279B743.663.66122.441.53.663.759.156.18754.112891803323.1103918033A153.663.66122.441.51.833.759.66721311486.18750.20994098364.6762.2122.5706540984A523.663.66122.441.51.833.759.41413934436.18755.197555409822.629194754160%reduction for openingA263.663.66122.441.53.663.759.156.18759.674.6762.2133.3435A633.663.66122.441.53.663.759.156.18759.674.6762.2133.3435A373.663.66122.441.51.833.759.41413934436.18751.04330491818.474944262360%reduction for openingA743.663.66122.441.51.833.759.66721311486.18750.20994098364.6762.2122.57065409841DE3.663.66122.441.53.663.759.156.18759.674.6762.2133.34351EC3.663.66122.441.53.663.759.156.18759.674.6762.2133.34351CF3.663.66122.441.53.663.759.156.18759.674.6762.2133.34351FB3.663.66122.441.53.663.759.156.18759.674.6762.2133.34351BG3.663.66122.441.53.663.759.156.18759.674.6762.2133.34351GA3.663.66122.441.53.663.759.156.18759.674.6762.2133.34352DC3.667.32123.01951.53.663.7514.81156256.187521.789617486346.44867998632CB3.667.32123.01951.53.663.7514.81156256.18753052.31171311483076.97077561482BG3.663.66122.441.53.663.757.326.18756.235341639323.402841639310 %REDUCTION FOR OPENING2GA3.663.66124.6971.51.833.754.5756.18756.6819.27253DC3.667.32123.01951.53.663.7514.81156256.187521.789617486346.44867998633CB3.667.32123.01951.53.663.7514.81156256.187503.5704918033028.2295543033
Bibek: staircase deduction3BG3.663.66122.441.53.663.757.326.18756.235341639323.40284163933GA3.663.66124.6971.51.833.754.5756.18756.6819.27254DE3.663.66122.441.53.663.759.156.18759.674.6762.2133.34354EC3.663.66122.441.53.663.759.156.18759.674.6762.2133.34354CF3.663.66122.441.53.663.759.156.18759.674.6762.2133.34354FB3.663.66122.441.53.663.759.156.18759.674.6762.2133.34354BG3.663.66122.441.53.663.759.156.18759.674.6762.2133.34354GA3.663.66122.441.53.663.759.156.18759.674.6762.2133.3435secondary beamE153.663.66122.441.53.663.759.152.81257.438426229523.0609262295E523.663.66122.441.53.663.759.152.81256.235341639321.857841639310 %REDUCTION FOR OPENINGE373.663.66122.441.53.663.759.152.81256.235341639321.857841639310 %REDUCTION FOR OPENINGE743.663.66122.441.53.663.759.152.81257.438426229523.0609262295F153.663.66122.441.53.663.759.152.81259.730622950825.3531229508F523.663.66122.441.53.663.759.152.812513.028385573828.650885573820%REDUCTION FOR OPENINGF373.663.66122.441.53.663.759.152.812513.028385573828.650885573820%REDUCTION FOR OPENINGF743.663.66122.441.53.663.759.152.81259.730622950825.3531229508G153.663.66122.441.53.663.759.152.81257.014422.6369G523.663.66122.441.53.663.759.152.81250.93429508216.556795082G263.663.66122.441.53.663.759.152.81256.6822.3025G633.667.32124.6971.51.833.754.5752.812506.68015.8975G373.663.66122.441.53.663.759.152.81250.187540983615.8100409836G743.663.66122.441.53.663.759.152.81257.014422.63695DE3.663.66122.441.53.663.759.152.81256.6822.302520 %REDUCTION FOR OPENING5EC3.663.66122.441.53.663.759.152.812515.62255CF3.663.66122.441.53.663.759.152.812515.62255FB3.663.66122.441.53.663.759.152.812515.62255BG3.663.66122.441.53.663.759.152.81258.7321.917255GA3.663.66122.441.53.663.759.152.81254.67620.29856AG3.663.66122.441.53.663.759.152.812511.657127868927.27962786896GB3.663.66122.441.53.663.759.152.812516.259609180331.88210918036DC3.667.32126.2906251.51.833.756.2906252.81250.42811.3611256.2906256CB3.667.32124.6971.51.833.758.8068752.81254.6977ED3.663.66122.441.51.833.759.152.81256.611934426220.40443442622.447EC3.663.66122.441.51.833.754.5752.812518.4352.447CF3.667.32124.6971.51.833.754.5752.81259.21757FB3.667.32124.6971.51.833.754.5752.81259.21757BG3.667.32124.6971.51.833.759.152.81258.7320.270257GA3.667.32124.6971.51.833.759.152.81254.67618.4685

Sheet3TOP FLOOR For that, use Lx= smaller span of the pannel and Ly= larger span of panneleg. Lx=3.66m , and ly=3.66mm=Lx/Ly=1If triangular, Udl on beam= wS/3S=Lx=short span of pannelIf Trapezoidal, Udl on beam=wS(3-m2)/6m=Lx/Ly=short span/Large span ratioCalculation for Triangular LoadingS.NBeam I.D.LengthSpanSmaller Lx, Larter Ly, &Lx/LyLive Load finishslabSelf beampoint loadExternalInternalFinal LoadingC/C (m)(clear) mLx1Ly1Lx1/Ly1IntensityTri.(LL)IntensityUDLIntensityUDLBeam loadWall loadWall Dead udlLL udlCol.Triangular LoadingmmKN/m2KN/mKN/m2KN/mKN/m3KN/mKN/mKN/mKN/mKN/mKN/mKN7th floorG-D-1-53.663.66122.441.51.833.754.5756.18758.7621.35252.44G-D-5-23.663.66122.441.51.833.754.5756.18758.7621.35252.44D263.663.66122.441.51.833.7513.72511.024681967226.57968196722.44D633.663.66122.441.51.833.7513.72511.024681967226.57968196722.44D373.663.66122.441.51.833.754.5756.18758.7621.35252.44D743.663.66122.441.51.833.754.5756.18758.7621.35252.44C153.663.66122.441.51.833.754.5756.4052.44C523.663.66122.441.51.833.754.5756.4052.44C263.663.66122.441.51.833.754.5756.4052.44C633.663.66122.441.51.833.754.5756.4052.44C373.663.66122.441.51.833.754.5756.4052.44C743.663.66122.441.51.833.754.5756.4052.44B153.663.66122.441.51.833.754.5756.4052.44B523.663.66122.441.51.833.754.5756.4052.44B263.663.66122.441.51.833.754.5756.4052.44B633.663.66122.441.51.833.754.5756.4052.44B373.663.66122.441.51.833.754.5756.4052.44B743.663.66122.441.51.833.754.5756.4052.44A153.663.66122.441.51.833.754.5756.18758.7621.35252.44A523.663.66122.441.51.833.754.5756.18758.7621.35252.44A263.663.66122.441.51.833.754.5756.187511.03423.62652.44A633.663.66122.441.51.833.754.5756.18755.8418.43252.44A373.663.66122.441.51.833.754.5756.187511.6824.27252.44A743.663.66122.441.51.833.754.5756.187511.6824.27252.441DE3.663.66122.441.51.833.754.5756.187511.6824.27252.441EC3.663.66122.441.51.833.754.5756.187511.6824.27252.441CF3.663.66122.441.51.833.754.5756.187512.59252.441FB3.663.66122.441.51.833.754.5756.18755.8418.43252.441BG3.663.66122.441.51.833.754.5756.187511.6824.27252.441GA3.663.66122.441.51.833.754.5756.187511.6824.27252.442DC3.667.32123.01951.51.833.7514.811562516.6415625
Bibek: staircase deduction3.01952CB3.667.32121.67751.51.833.757.720312525.9368435.48715251.67752BG3.663.66122.441.51.833.758.2356.187516.2525
Bibek: wall xa ki xaena dont know2.442GA3.663.66122.441.51.833.754.5756.187512.59252.443DC3.667.32123.01951.51.833.7514.811562516.64156253.01953CB3.667.32121.67751.51.833.757.720312525.9368435.48715251.67753BG3.663.66122.441.51.833.7510.986.187518.9975
Bibek: wall xa ki xaena dont know2.443GA3.663.66122.441.51.833.754.5756.187512.59252.444DE3.663.66122.441.51.833.754.5756.187511.6824.27252.444EC3.663.66122.441.51.833.754.5756.187511.6824.27252.444CF3.663.66122.441.51.833.754.5756.187512.59252.444FB3.663.66122.441.51.833.754.5756.18755.8418.43252.444BG3.663.66122.441.51.833.754.5756.187511.6824.27252.444GA3.663.66122.441.51.833.754.5756.187511.6824.27252.440SECONDARY BEAM0E153.663.66122.441.51.833.754.5756.4052.44E523.663.66122.441.51.833.754.5756.4052.44E373.663.66122.441.51.833.754.5756.4052.44E743.663.66122.441.51.833.754.5756.4052.44F153.663.66122.441.51.833.754.5756.4052.44F523.663.66122.441.51.833.754.5756.4052.44F373.663.66122.441.51.833.754.5756.4052.44F743.663.66122.441.51.833.754.5756.4052.44G153.663.66122.441.51.833.754.5756.4052.44G523.663.66122.441.51.833.754.5756.4052.44G263.663.66122.441.51.833.754.5756.4052.44G633.663.66122.441.51.833.754.5756.4052.44G373.663.66122.441.51.833.754.5756.4052.44G743.663.66122.441.51.833.754.5756.4052.445DE3.663.66122.441.51.833.754.5756.4052.445EC3.663.66122.441.51.833.754.5756.4052.445CF3.663.66122.441.51.833.754.5756.4052.445FB3.663.66122.441.51.833.754.5756.4052.445BG3.663.66122.441.51.833.754.5756.4052.445GA3.663.66122.441.51.833.754.5756.405
Bibek: wall xa ki xaena dont know
Bibek: wall xa ki xaena dont know2.446DC3.667.32126.711.51.833.759.1510.986.716CB3.667.32126.711.51.833.759.1510.986.716BG3.663.66122.441.51.833.754.5756.4052.446GA3.663.66122.441.51.833.754.5756.4052.447DE3.663.66122.441.51.833.754.5756.4052.447EC3.663.66122.441.51.833.754.5756.4052.447CF3.663.66122.441.51.833.754.5756.4052.447FB3.663.66122.441.51.833.754.5756.4052.447BG3.663.66122.441.51.833.754.5756.4052.447GA3.663.66122.441.51.833.754.5756.4052.44

Sheet4TOP FLOOR For that, use Lx= smaller span of the pannel and Ly= larger span of panneleg. Lx=3.66m , and ly=3.66mm=Lx/Ly=1If triangular, Udl on beam= wS/3S=Lx=short span of pannelIf Trapezoidal, Udl on beam=wS(3-m2)/6m=Lx/Ly=short span/Large span ratioCalculation for Triangular LoadingS.NBeam I.D.LengthSpanSmaller Lx, Larter Ly, &Lx/LyLive Load finishslabSelf beampoint loadExternalInternalFinal LoadingC/C (m)(clear) mLx1Ly1Lx1/Ly1IntensityTri.(LL)IntensityUDLIntensityUDLBeam loadWall loadWall Dead udlLL udlCol.Triangular LoadingmmKN/m2KN/mKN/m2KN/mKN/m3KN/mKN/mKN/mKN/mKN/mKN/mKNROOFPRIMARY BEAM2DC3.667.32123.3551.51.833.754.5756.187512.59253.3552CB3.667.32123.3551.51.833.7516.0226.187524.03953.3553DC3.667.32123.3551.51.833.754.5756.18753CB3.667.32123.3551.51.833.754.5756.1875SECONDARY BEAM6DC3.667.32126.711.51.833.759.152.812513.79256CB3.667.32126.711.51.833.759.152.812513.79258

Sheet5

Documents

Final Load Calculation123