Sheet1Lebar bangunan=12mDimensiBata=0.5Kolom=0.50.5mBerat lantai atap=1941kg/m3BalokBerat lantai lain=2541kg/m3Jarak perlantai=4mtinggi gedung=32mBerat air hujan=3000kg/m3Berat lantai atap (9)Berat lantai dan balok=23292kgPasangan bata=4840.36875kgBerat kolom=3882kgW9=32014.36875kgBerat lantai 2-8Berat lantai dan balok=30492kgPasangan bata=12228.3kgBerat kolom=10164kgW2-8=52884.3kgWT=402204.46875kg0.75T1=0.8072605586detikS.n=2.56detikOKEmakaC=0.75I=1(hotel)R=1.6Elastik penuhBeban geser dasar nominal=188533.344726563kgLantaiWi(kg)Zi (m)Wi.Zi (kg.m)Fi (kg)E Fi (kg)932014.36875321024459.827800.618022459927800.6180224599852884.3281480760.440183.181676025767983.7996984855752884.3241269223.234442.7271508791102426.526849365652884.320105768628702.2726257326131128.799475097552884.316846148.822961.8181005861154090.617575683452884.312634611.617221.3635754396171311.981151123352884.38423074.411480.909050293182792.890201416252884.34211537.25740.4545251465188533.344726563402204.468756947501.4188533.344726563m1=544.72m2=267.29m3=571.5m4=294.55m5=476.64m6=345.46m7=510.61m8=229.34m9=545.23m10=265.384050.72530M(baru)=280.144372.75cek 1=2.79%cek2=OKE95.9355833061-17.34338070021.1847355

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