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tWU11VMtN I UN UKAUt <br />0 <br />Fps) = 0.4 x ap x Sos x WP ( 1 + 2 z ) <br />( RP ) <br />P <br />ap = 2-5 <br />SDS = 1.2C)0 (MAX) Fp, F, <br />WP = 10000.0 Ib <br />RP = 6,0 3.00 ft <br />Ip = 10 <br />z = 0 <br />Fp(s) = 2000.00 Ib <br />Fp(S)min = 0.30 X SOS X IP X WP = 3600.00 Ib OK <br />Fp(S)max = 1.60 x SDS x IP x WP = 19200.00 Ib OK <br />Fpw = 27 Psf x 6.0 ft x 6.0 ft <br />Fp(w) = 972.00 Ib <br />MO.T.(S) = 3600.0 x 3.0 <br />CITY OF SANTA ANA <br />Planning an Building Agency <br />[ASCE 7-16, <br />Sec. 13.3.1 j <br />WP <br />Approved <br />It <br />F-CR P-ERMIT ISSUANCE <br />.00 ft <br />1.00 <br />$.00 ft -►I <br />MO.T.(s) = 10800.001b-ft ( T(s) = C(s) = 1800,00 Ib ) <br />MO.T.(w) = 972.0 x 3.0 <br />MO.T.(W) = 2916.00 Ib-ft ( Trm = C( = 486.00 Ib ) <br />MR(s) = 10000.0 x ( 6.0 / 2 ) <br />MR(s) = 30000.00Ib-ft <br />ALLOWABLE STRESS DESIGN: <br />LOAD COMB. FACTORS (ASCE 7-16): <br />12.4.2.3,#8: (0.7xpxE)-(0.6-0.14SDS)D [p=1.0],ASCE7-16,13.3.1 <br />2.4.1.,#7: 0.6W-0.6D <br />UPLIFT: (a) EA. SIDE: ED EA. TIEDOWN: <br />(SEISMIC): _ ( 7560.00 - 12960.00 ) / ( 6.00 ) _-900.00 Ib / 2 = -450.0 Ib <br />(WIND): _ { 1749.60 - 18000.00 ) / ( 6.00 ) _-2708.40 Ib / 2 =-1354.2 Ib <br />SHEAR: <br />(SEISMIC): = 2520.00 Ib / 4 = 630.0 Ib (PER ANCHOR) <br />(WIND): = 583.20 Ib / 4 = 145.8 Ib (PER ANCHOR) <br />STRENGTH DESIGN <br />LOAD COMB. FACTORS (ASCE 7-10): <br />12.4.2.3,#7: (1.0xpxE)-(0.9-0.2SDS)D [p=1.0],ASCE 7-16,13.3.1 <br />2.3.2..#6: 1.0W-0.9D <br />UPLIFT: <br />a- EA. SIDE: (0) EA. TIEDOWN: <br />(SEISMIC): _ <br />( 10800.00 - <br />19800.00 <br />} / ( 6.00 <br />) _-1500.00 Ib 1 2 = -750.0 Ib <br />(WIND): _ <br />( 2916.00 - <br />27000.00 <br />} / ( 6.00 <br />) _ -4014.00 Ib / 2 =-2007.0 Ib <br />SHEAR: <br />(SEISMIC): = <br />3600.00 Ib <br />/ 4 <br />= 900.0 <br />Ib (PER ANCHOR) <br />(WIND): = <br />972.00 Ib <br />/ 4 <br />= 243.0 <br />Ib (PER ANCHOR) <br />USE: TIE DOWN w/ 1518 lin <br />4 " ICC-ESR <br />