ASEC7 05 Earthquak Lateral Forces Protected 06 2012

Page 1 of 28Earthquake Lateral Forces according ASEC7-05 / IBC 200!Project :-AL- S"#$#%& BuildingDesigned by:-'(A(S( Rev00Building :- ) Floors Bldg( Checed by:- '(A(S(!ocation:-Cairo* E+,-.Date:-/0-Aug-/5I1-%.!Building !ocation Cairo2 0(70g 2 0(270gClause 11"#"1$oil Profile Descri%tion 3er4 5ense soil &'B!( 20")-1$ite Class C &'B!( 20")-12 /(/02&'B!( 11"#-12 /(500 &'B!( 11"#-25esign S6ectral Acceleration -ara7eters! (*" +11"#-1, 2 0(758)g 2 0(505g (*" +1 1"#-), (*" +11"#-2, 2 0()/0/g2 0(275)g (*" +1 1"#-#,$tructure &y%eConcrete 7o7ent-resisting 9ra7es :0(0/; &'B!( 12"8-22 0(0) < 2 0(=0 &'B!( 12"8-22 /)(00 -2 0(50/ sec" (*" +12"8-., 2 /()25 sec"2 8(00sec" 2 0(7/)sec"R Res%onse -odification coefficient 2 5(00 &'B!( 12"2-1 2 0(7/) sec"Building /ccu%ancy CategoryI&able 1-12 0(7/)sec"0+0-%ortance 1actor, /(00 &'B!( 11"2-13 Building &otal 3gt" )/8=2(/7 45Calculation o9 Equi>alent Lateral Force according Clause /2(8!2 0(/0// (*" +12"8-2,6a7i-u- 2 0(0772 (*" +12"8-),6a7i-u- 2 0(0000 (*" +12"8-#,2 0(0/00 (*" +12"8-2,2 0(0000 (*" +12"8-8,use Eq:/2(8- 0; 2 0(077/2 0(077/ ? 0*202(5 45 (*" +12"8-1,$s$1Site coe99icientsFa* F> !FaF>Ct hn ( Total height above Structure base)Cu&! 9 long-%eriod transition %eriod.u.Eta@s.useda- Calculation o9 Seis7ic $es6onse Coe99icient Cs according /2(8(/(/!Cs -ini-u-Cs -in" for $1 :9 0"8gCs 9b- Calculation of Seismic Base Shear V according Clause 12.8.1:Page 2 of 28Earthquake Lateral Forces according ASEC7-05 / IBC 200!Project :-AL- S"#$#%& BuildingDesigned by:-'(A(S( Rev00Building :- ) Floors Bldg( Checed by:- '(A(S(!ocation:-Cairo* E+,-.Date:-/0-Aug-/5(*" +12"8-11,2 /(/07 (*" +12"8-12,(*" +12"8-12,Floor Le>el%66er roo9 000/ 2(5 /) 55707()5 0(/2 0=0(0$oo9 //0/0 0 //(5 /)))/(= 0(0 ///(02nd FL /00 0 8(5 /)5=88() 0(02 /000(7/st FL /05 0 5(5 =0/85(/= 0(20 0(7+F 550 2(5 2(5 /5/7(2 0(00 /0(70 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(00 0 0(00 0(0c- Vertical Distribution of Seismic Forces F x according Clause 12.8.3?i (KN) 9loor "eight:7; 9loor height 9ro7 Base le>el hi (m)Ai*hi k /wi*hi kF

(KN)Page ) of 28Earthquake Lateral Forces according ASEC7-05 / IBC 200!Project :-AL- S"#$#%& BuildingDesigned by:-'(A(S( Rev00Building :- ) Floors Bldg( Checed by:- '(A(S(!ocation:-Cairo* E+,-.Date:-/0-Aug-/50 0 0(00 0(0Su7 )/8=2 /) )578)0( /(00 0202(5Page # of 28Earthquake Lateral Forces according ASEC7-05 / IBC 200!Project :-AL- S"#$#%& BuildingDesigned by:-'(A(S( Rev00Building :- ) Floors Bldg( Checed by:- '(A(S(!ocation:-Cairo* E+,-.Date:-/0-Aug-/52 0(/08= 2 0(5))7/ SaClause //()(5-2! 0(000 0(2020 (* 11"#-20(/0= 0(505(* 11"#-20(5)5 0(505 C 11"#"2-20(=/7 0(0002(* 11"#-8/(2=0 0(2/05/(0 0(/52(00 0(/0502()0= 0(//)02(78/ 0(0==00(/5) 0(08700(527 0(078/0(=00 0(070)(272 0(0)5)()5 0(05=05(0/8 0(05)=5(0=/ 0(05//5(70 0(0)78(/0 0(0))=(50= 0(0)20(882 0(0)007(25) 0(00807(27 0(00/8(000 0(00))8()00 0(00/2(* 11"#-.8(800 0(0285=(200 0(020=(00 0(020=/0(000 0(02205esign $es6onse S6ectru7 acceleration S a according Clause //()(5!-eriod sec .o.s.!0.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.5006.0006.5007.0007.5008.0008.5009.0009.50010.0000"00000"02000"10000"12000"20000"22000")0000")2000"#0000"#2000"20000"2200-eriod sec/ SaPeriod sec; $a.ABLE 20(0-/ Sl.E CLASSIFICA.I#1ar! "oc# '"oc# B$er% &ense soil CSo't roc# CSti( Soil DSo't )la% soil (1.ABLE //()-/ Sl.E C#EFFICIE1.* FaSite )lass $s