Dead Load Actual Design Loads Second And Third Floor Structural Design Structural Design Load (kpa) Assumption ceramic tile (20mm) on 25 mmmortar bed 11 sanitar! s!stem 02 Aconstical Fiberboard 005 "#$ %& plastered bothe 'ace (Fullgrourt) 2 %*2(02%) ++2 "#$ ,& plastered bothe 'ace (Fullgrourt) +-.*2(02%) %%5 /asonr! "oncrete (normal eight unit) 212 ood stud s (50 100)3 plastered t o side 0-, Frame and partition al (,&4opening 1 %m) 2% deck metal3 20 gage 012 electical s!stem 0+ +%1 slab thickness 1%0mm 011%+ 2% 2.%+2 Total t +, %+2 6oo' Structural Design 7tilities 0+ 8lectrical S!stem 0+ /asonr! "oncrete (normal eight unit) 212 Deck /etal3 20 gage 012 Terra99o(+ mm) directl! on Slab 0-1 22 + slab thickness 1%0mm 011%+ 2% 2.%+2 Total t 255.+2 Li:e Load Actual Design Load Structural Design Li:eload'or 6estrooms 2% Li:e load 'or 6esidential ( $asic Area) 1- Li:e load 'or 6esidential (8 terior $alcon! ) 2- 6oo'design'or Li:e Load 1- Load computation 2nd FL;;6 L<=8 L;AD ";/>7TAT<;? Slab?o S L t (s) 1 1 % 2- 0-,,,,,,,,. Load (@? mB) Load (@? mB)
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Sheet1Dead Load Actual Design LoadsSecond And Third Floor Structural DesignStructural DesignLoad (kpa)exterior walls (150 mm thk CHB)2.28Assumptionceramic tile (20mm) on 25 mmmortar bed1.1interior walls (150 mm thk CHB)2sanitary system0.2Aconstical Fiberboard0.05CHB 4" plastered bothe face (Fullgrourt)= 2.84+2(0.24)3.32CHB 6" plastered bothe face (Fullgrourt)= 3.97+2(0.24)4.45Masonry Concrete (normal weight unit)21.2Wood stud s (50x100), plastered two side0.96Frame and partitionWwal (6" w/opening 1x4m)2.4deck metal, 20 gage0.12electical system0.334.1slab thickness 140mm 0.1143X 242.7432Total wt. =36.8432Roof Structural DesignLoad (KN-m)Utilities0.3Electrical System0.3Masonry Concrete (normal weight unit)21.2Deck Metal, 20 gage0.12Terrazzo(38mm) directly on Slab 0.9122.83slab thickness 140mm 0.1143X 242.7432Total wt. =25.5732Live Load Actual Design LoadStructural DesignLoad (KN-m)Live load for Restrooms2.4Live load for Residential ( Basic Area)1.9Live load for Residential (Exterior Balcony )2.9Roof design for Live Load1.9Load computation 2nd FLOOR LIVE LOAD COMPUTATION
Slab No.SLWtW(s)W(L)1142.90.96666666671.42211.52.90.96666666671.243112.90.96666666670.9743.541.92.21666666672.4851.53.51.90.951.3461.53.52.91.452.0473.27541.92.07416666672.4281.53.2751.90.951.3391.51.752.91.451.64101.43.51.90.88666666671.26113.541.92.21666666672.48121.52.52.91.451.91132.542.92.41666666673.15
2nd FLOOR DEAD LOAD COMPUTATIONwt=36.8432Slab No.SLWtW(s)W(L)11436.843212.2818.04211.536.843212.2815.6931136.843212.2812.2843.5436.843242.9848.0251.53.536.843218.4225.9461.53.536.843218.4225.9473.275436.843240.2246.8581.53.27536.843218.4225.7091.51.7536.843218.4220.87101.43.536.843217.1924.41113.5436.843242.9848.02121.52.536.843218.4224.32132.5436.843230.7040.06 3RD FLOOR LIVE LOAD COMPUTATION
Slab No.SLWtW(s)W(L)1142.90.96666666671.42211.52.90.96666666671.243111.90.63333333330.6343.542.93.38333333333.7851.53.51.90.951.3461.42.61.90.88666666671.2071.87541.91.18751.6581.53.52.91.452.0493.27541.92.07416666672.42101.53.2751.90.951.33111.21.561.90.760.92121.53.51.90.951.34131.753.51.91.10833333331.52141.52.51.90.951.25152.541.91.58333333332.07
3rd FLOOR DEAD LOAD COMPUTATIONwt =36.8432Slab No.SLWtW(s)W(L)11436.843212.2818.04211.536.843212.2815.6931136.843212.2812.28`43.5436.843242.9848.0251.53.536.843218.4225.9461.875436.843223.0332.0171.53.536.843218.4225.9483.275436.843240.2246.8591.53.27536.843218.4225.70101.21.5636.843214.7417.75111.53.536.843218.4225.94121.753.536.843221.4929.55131.52.536.843218.4224.32142.5436.843230.7040.06
ROOF LIVE LOAD COMPUTATION
Slab No.SLWtW(s)W(L)1141.90.630.93211.51.90.630.813111.90.630.6343.541.92.222.4851.53.51.90.951.3461.87541.91.191.6571.53.51.90.951.3483.27541.92.072.4291.53.2751.90.951.33101.21.561.90.760.92111.53.51.90.951.34121.753.51.91.111.52131.52.51.90.951.25142.541.91.582.07
ROOF DEAD LOAD COMPUTATIONwt =36.8432Slab No.SLWtW(s)W(L)11436.843212.2818.04211.536.843212.2815.6931136.843212.2812.2843.5436.843242.9848.0251.53.536.843218.4225.9461.42.636.843217.1923.3071.875436.843223.0332.0181.53.536.843218.4225.9493.275436.843240.2246.85101.53.27536.843218.4225.70111.21.5636.843214.7417.75121.53.536.843218.4225.94131.753.536.843221.4929.55141.52.536.843218.4224.32152.5436.843230.7040.06DEAD LOAD LADDER COMPUTATION
# of stepsV. Of stepW of conc.W of landingDead load1st Floor100.9241.758412.55842nd Floor100.9241.758412.55843rd Floor100.9241.758415.9184LIVE LOAD LADDER COMPUTATION
# of stepsA. StairsArea LoadW of landingLive Load w/o landing
1st Floor106.63.51.758411.552nd Floor106.63.51.758411.553rd Floor106.63.51.758411.55Earth Quake Dead Load ComputationStructural DesignLoadW - slab =(197.721 x 2.7432)689.38128W - Beam =( 24 x (0.25x0.45) x 197.721)533.8467W - Column =(24 x ( 0.4 x 0.4 x 3 ) x 14 ) 161.281384.50798WallsFire wall = 3.45 x 3 x 38.48235.4625Walls with glass = 6.35 x 0.38 2.413Exterior walls = ( 2.8 x 0.75 x 3 x 11.05)162.56400.4355Roof WallsExtrior Walls = ( 2.8 x 0.75 x 1.2 x 60.98) 153.67W - slab =(197.721 x 3.36)689.38128W - Beam =( 24 x (0.25x0.45) x 197.721)533.84671376.89798
Total Weight of 1st and 2nd floor=1784.94348Zone factor z=0.4Siemic Source Type, A Distance from Seismic Source = 10kmSoil Profile Type , ScI = 1.0 R = 8.5 W =1759.9022(2) + 1351.8567 =4871.66W=4946.78494h=9
Det. Structure period using method ACt= 0.0731T= Ct (hn)^3/4T= 0.0731(9)^3/4T= 0.3798
Near Source factor Na & NvNa=1.0Nv= 1.2Ca= 0.40 Na Ca= 0.40Cv= 0.56 NvCv= 0.672
Base ShearV=Cv I (W)RT=0.672(1)(4946.78494)0.3798(8.5)V=1014.08 KNnot exceed V= 2.5 Ca I (W)R=2.5(0.40)(1)(4946.78494)8.5V=581.975Shall not be less than V=0.11 Ca I W=0.11(0.40)(1) (4946.78494)V=217.6585`Shall not be less than V=0.8 z Nv I(W)R=0.8(1.2)(1)(4846.78494)8.5V=558.696
Design Base Shear V =544.6525KN
weight floorDetails1st floor1784.94348V=581.9752nd floor1784.94348W=4946.78494roof top1376.89798T=0.3798
Destribution of V Vertically
Ft=0.07 TVFt max=14.48 KNneed not exceedFt max=0.25 VFt max=136.1631 KNIf T 0.75, Ft=0`
LevelWeight(W)KNHeight(h)mWh(KN-m)Wh/WhEH1EH2FxR1376.89798912392.081820.4355253.43465573710253.434731784.94348610709.660880.3764219.02689617520219.026921784.9434835354.830440.1882109.51344808760109.5134G00------------------0------=28456.573141.0000581.975
Distribution of Fx (Direct Shear)
Second FloorFrame# of Columntotal # of CWeightDirect Shear(KN)A520109.513427.378B520109.513427.378C520109.513427.378D520109.513427.378E520109.513427.3781420109.513421.9032420109.513421.9033420109.513421.9034420109.513421.903Third FloorFrame# of Columntotal # of CWeightDirect Shear(KN)A520219.0354.757B520219.0354.757C520219.0354.757D520219.0354.757E520219.0354.7571420219.0343.8052420219.0343.8053420219.0343.8054420219.0343.805Roof Top Frame# of Columntotal # of CWeightDirect Shear(KN)A520253.4363.36B520253.4363.36C520253.4363.36D520253.4363.36E520253.4363.361420253.4350.692420253.4350.693420253.4350.694420253.4350.69
Live LoadLive Load Computation on Frame Frame AFrame BFrame CslabW(s)W(L)W(s)W(L)W(s)W(L)178.6478.642.222.7428.169.298.169.292.582.942'3.2643.723.2643.722.582.9433.24.523.24.521.271.7943.844.863.844.861.521.9253.845.13.845.11.522.0263.23.693.23.691.271.4672.82.842.82.842.222.2582.843.182.843.182.252.5293.24.293.24.291.271.7
Dead loadDead Load Computation on Frame Frame AFrame BFrame CslabW(s)W(L)W(s)W(L)W(s)W(L)114.3517.7114.3517.716.498.01216.7219.0416.7219.047.468.6138.211.598.211.593.715.2449.8412.449.8412.444.455.6359.8413.059.8413.054.455.9068.29.458.29.453.714.27714.3514.5514.3514.556.496.58814.5516.3214.5516.326.587.3898.2118.2113.714.97Frame computation
Live Load computation (LONGTITUDINAL) Frame A (Left Side)Frame B (Mid-Span)Frame C (Mid-Span)Frame C (Right Side)Beam LoadBeam LoadBeamBeam LoadBeam Load2nd Floor2nd Floor2nd Floor2nd Floor"2-3"7"2-3"11.86"2-3"7.66"2-3"2.8"3-4"8.16"3-4"13.26"3-4"8.28"3-4"2.84"4-5"8.16"4-5"13.26"4-5"8.28"4-5"2.84"5-6"3.264"5-6"8.364"5-6"5.1"5-6"1.6"6-73.2"6-76.4"6-76.4"6-73.23rd Floor3rd Floor3rd Floor3rd Floor"1-2"3.2"1-2"6.4"1-2"6.4"1-2"3.2"2-3"7"2-3"11.86"2-3"7.66"2-3"2.8"3-4"8.16"3-4"13.26"3-4"8.28"3-4"2.84"4-5"8.16"4-5"13.26"4-5"8.28"4-5"2.84"5-6"3.264"5-6"8.364"5-6"5.1"5-6"1.6"6-73.2"6-76.4"6-76.4"6-73.2Roof TopRoof TopnhgRoof Top"1-2"1.27"1-2"2.54"1-2"2.54"1-2"1.27"2-3"2.22"2-3"4.14"2-3"4.14"2-3"2.22"3-4"2.58"3-4"4.60"3-4"4.54"3-4"2.52"4-5"2.58"4-5"4.60"4-5"4.54"4-5"2.52"5-6"2.58"5-6"4.60"5-6"2.02"5-6"1.6"6-71.27"6-72.54"6-72.54"6-71.27
Dead Load computation (LONGDITUDINAL) Frame A Frame B Frame C Frame DBeam LoadBeam LoadBeam LoadBeam Load2nd Floor2nd Floor2nd Floor2nd Floor"2-3"18.28"2-3"23.52"2-3"23.52"2-3"18.28"3-4"19.28"3-4"24.78"3-4"24.61"3-4"19.11"4-5"19.28"4-5"24.78"4-5"17.17"4-5"19.11"5-6"19.28"5-6"24.78"5-6"17.74"5-6"12.24"6-710.59"6-719.14"6-719.14"6-710.593rd Floor3rd Floor3rd Floor3rd Floor"1-2"10.59"1-2"19.14"1-2"19.14"1-2"10.59"2-3"18.28"2-3"23.52"2-3"23.52"2-3"18.28"3-4"19.28"3-4"24.78"3-4"24.61"3-4"19.11"4-5"19.28"4-5"24.78"4-5"17.17"4-5"19.11"5-6"19.28"5-6"24.78"5-6"17.74"5-6"12.24"6-710.59"6-719.14"6-719.14"6-710.59Roof TopRoof TopRoof TopRoof Top"1-2"3.33"1-2"6.66"1-2"6.66"1-2"3.33"2-3"5.82"2-3"10.87"2-3"10.87"2-3"5.82"3-4"6.79"3-4"12.09"3-4"11.92"3-4"6.62"4-5"6.79"4-5"12.09"4-5"11.92"4-5"6.62"5-6"6.79"5-6"12.09"5-6"12.44"5-6"7.14"6-73.33"6-76.66"6-76.66"6-73.33
Live Load computation (TRANSVERS) Frame AFrame BFrame CFrame D Frame EBeamLoadBeamLoadBeamLoadBeamLoadBeamLoad2nd Floor2nd Floor2nd Floor2nd Floor2nd Floor"1-2"13.14"1-2"17.93"1-2"18.58"1-2"13.01"1-2"8.24"2-3"7.53"2-3"7.68"2-3"7.68"2-3"7.68"2-3"7.48"3-4"7.13"3-4"6.02"3-4"6.36"3-4"9.3909"3-4"9.08253rd Floor3rd Floor3rd Floor3rd Floor3rd Floor"1-2"13.14"1-2"17.93"1-2"18.58"1-2"13.01"1-2"8.24"2-3"7.53"2-3"7.68"2-3"7.68"2-3"7.68"2-3"7.48"3-4"7.13"3-4"6.02"3-4"6.36"3-4"9.3909"3-4"9.0825Roof TopRoof TopRoof TopRoof TopRoof Top"1-2"5.68"1-2"5.88"1-2"5.88"1-2"5.88"1-2"4.73"2-3"2.98"2-3"3.04"2-3"3.04"2-3"3.04"2-3"2.98"3-4"3.95"3-4"4.5"3-4"4.5"3-4"3.43"3-4"2.59
Dead Load computation (TRANVERS) Frame A (Left Side)Frame B (Mid-Span 1)Frame C (Mid-Span 2)Frame D (Mid-Span 3)Frame E (Right Side)BeamLoadBeamLoadBeamLoadBeamLoad2nd Floor2nd Floor2nd Floor2nd Floor2nd FloorBeamLoad"1-2"24.48"1-2"27.72"1-2"28.28"1-2"28.28"1-2"25.14"2-3"20.36"2-3"20.52"2-3"20.52"2-3"20.52"2-3"20.36"3-4"23"3-4"24.5"3-4"24.5"3-4"14.39"3-4"11.773rd Floor3rd Floor3rd Floor3rd Floor3rd Floor"1-2"24.48"1-2"27.72"1-2"28.28"1-2"28.28"1-2"25.14"2-3"20.36"2-3"20.52"2-3"20.52"2-3"20.52"2-3"20.36"3-4"23"3-4"24.5"3-4"24.5"3-4"14.39"3-4"11.77Roof TopRoof TopRoof TopRoof TopRoof Top"1-2"12.06"1-2"14.91"1-2"14.91"1-2"14.91"1-2"12.61"2-3"7.82"2-3"7.98"2-3"7.98"2-3"7.98"2-3"7.98"3-4"10.36"3-4"11.8"3-4"11.8"3-4"13.04"3-4"11.6
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