earthquake load
DESCRIPTION
earthquake load using NSCP 2010TRANSCRIPT
LOADINGSI. DEAD LOADSFor Second FloorFloor Topping: 0.44 kPaFloor Finishes: 0.50 kPaCeiling: 0.15 kPaUtilities: 0.24 kPaPartition: 1.00 kPaSlab Weight: 2.40 kPa.!0 k"#$For %oo&%oo&ings: 0.44 kPaP'rlins: 0.0 kPaCeiling: 0.15 kPaUtilities: 0.24 kPa(ns'lation: 0.02 kPaII. LIVE LOADS%esidential: 1.)0 kPaStairs: 4.!0 kPa*alcon+: 2.)0 kPaIII. EARTHQUAKE LOAD PARAMETERS:,cc'panc+ Categor+: (- . Standard ,cc'panc+ Str'ct'resSeis$ic ($portance Factor: 1.00Seis$ic /one: 4Seis$ic /one Factor: 0.40Soil Pro&ile T+pe:Seis$ic So'rce T+pe: 01.201.00.!)0.4!0%: !.501eight o& Str'ct're: !.40 $0.02310.30!4Wall 42.5$ high5:Sc . -er+ 6ense Soil and So&t %ocks"ear So'rce Factor7 "a:"ear So'rce Factor7 "8:Seis$ic %esponse Coe&&icient7 C8: 0.5"8 9Seis$ic %esponse Coe&&icient7 Ca: 0.40"a 9CT:Str'ct're Period7 T 9 CT4hn53#4 9IV. WIND LOAD PARAMETERS FOR ROOF WIND LOAD:%oo& :ength: ).00 $%oo& Width: 4.00 $%oo& 0rea: 3.00;ean %oo& 1eight7 'i8alent Wind Speed7 -: 200.00 kph,cc'panc+ Categor+: (- . Standard ,cc'panc+ Str'ct'res($portance Factor (?: 1.15S'r&ace %o'ghness Categor+: *=@pos're Categor+: *=nclos're Categor+: =nclosed *'ilding0.!51.035 $2-elocit+ Press're =@pos're Coe&&icient7 A