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V(from 3rd)- 1652 It, <br />3267 Ib <br />V(from 2nd)- 4443 Ib <br />346G It, <br />V(from 150- 1 10881b <br />727311, <br />E(Wind) - 17183 lb <br />1(5mc) - 1400G lb <br />v - 808 PLF <br />G38 FLF <br />Height of shear wallaF-17331 <br />Length of shear wall - <br />2,30 ft <br />Aspect Rabo OK <br />LOADING <br />IBC 230G.4.1 -i <br />OVERTURNING <br />727 <br />808 PLF <br />8 j PI <br />l } 2.3 <br />IT C <br />AIC LOADING <br />IBC 230G.4.1 -► <br />OVERTURNING <br />P2 <br />638 FLF <br />©j Ell <br />!I I <br />T C j <br />J for Jrd, 2 for 2nd, or I for I st story <br />I for right -left, or 0 for front -rear walls <br />Length of Shearwalls <br />Weight of shear wall - <br />Tributary width for dead bad (P,) _ <br />Length of adp ring will (Pa) - <br />1.4 x 0.93 x 770 - 1003 fLF -► <br />PI - <br />O.G7 (3.Ox <br />2.3)x <br />P2 - <br />(4.0 / <br />2.3) <br />T-C - 1 <br />808 x <br />8.0 <br />Total - <br />upper + lower <br />- <br />0� <br />3.0 It <br />4.0 It <br />USE Q5 <br />12 +[( 8.Ox 2.3)) <br />x ( 177.9) - 3091b <br />1-( 178 x.5 )- [ <br />= + 6062 <br />USE SIMPSON DE51GN HOLDOWNS <br />(2wN,) x 0.93 x 1200 - <br />G42 PLF <br />-- <br />USE <br />PI - <br />0,85 (3.0 x <br />2.3) x 12 <br />+1( 8.Ox <br />2.3)) <br />P2 - <br />(4.0 / <br />2.3) x ( <br />22G.8) - <br />394 Ib <br />T-C - I <br />G38 x <br />8.0 1 - [ <br />227 x .5 <br />Total - <br />upper + lower <br />- <br />+ 4598 <br />USE SMPSON DESIGN HOLDOWNS <br />I enter J for 3rd. Z for 2nd, or I for I st story <br />V(from 3rd)- 1 G52 It, <br />3267 It, <br />I enter I for right -left, or 0 for front-reir walls <br />V(from 2nd)- 4443 Ib <br />3466 It, <br />8.7 Total Length of Sheawalls <br />V(from 150- 1108816 <br />7273 lb <br />i(VAnd) - 1718311, <br />$(Sort) - 14000 16 <br />v - GOO fop <br />472 PLF <br />Height of shear wall - <br />14.0 It <br />Weight of Shear wall <br />Length of Shear wall - <br />8.70 It <br />Tnbutary width for dead load (PI) - 3.0 If <br />Aspect Ratio OK <br />LOADING <br />IBC 2306.4.1 --► <br />P2 <br />600 PLF <br />14i 1p:11 <br />♦I}7 I <br />ITC j <br />4IC LOADING <br />IBC 230G.4.1 -► <br />P2 <br />tt 472 PLF <br />141 P, E <br />+I } 8.7 f <br />T C + <br />Length of adjoining wall (Pa) <br />Mid <br />1.4 x 0.93 x <br />GOO <br />781 PIF --► <br />USE <br />OVERTURNING <br />P I - O.G7 <br />(3.0 x <br />8.7) x 12 +1( <br />14.Ox <br />8.7)1 <br />P2 - (4.0 <br />/ <br />8.7) x ( 1021 <br />) - <br />469 Pa <br />T-C-1 G00 <br />x <br />14.0 1-1 1021 <br />x.5 <br />I- I <br />Total - upper + lower <br />- 0 + <br />7420 <br />- <br />USE SIMPSON DE51GN HOLDOWNS <br />10 - 1781b <br />3091 - G062 Ib <br />GOG2 Ili <br />otal length <br />(2nd) <br />ubdia.ingtt <br />sul length <br />(ISO <br />ubdo.Ingth <br />rtal length <br />QFHD6.5D53 Cril <br />7 <br />10 - <br />22'7 It, <br />3941 <br />4598 lb <br />4598 lb <br />6-1 �. <br />Tnb. Area (3rd) <br />I subdia.ingth <br />a.0 total length <br />Tnb. Area (2nd) <br />I subdu.ingth <br />4,0 total length <br />Tnb. Area (I st) <br />I subdw.ingth <br />3.0 total length <br />10- <br />1021I1, <br />4691 - 7420 lb <br />7420 Ib <br />HHDOII <br />0.93 x <br />600 - <br />558 PLF <br />--► <br />USE Q <br />O_VFRT RNRTU_V DING <br />P I - <br />0.85 <br />(3.0 x <br />8.7) x 12 <br />+1( <br />14.Ox 8.7)) 10- 1302 lb <br />P2 - <br />(4.0 <br />/ <br />8.7) x ( <br />1302 <br />) - 59811, <br />T-C - [ <br />472 <br />x <br />14.0 1-1 <br />1302 <br />x .5 j - 1 5981 - 53G I It, <br />Total - <br />upper + lower <br />- LJ <br />+ <br />53G I - 5361 Ifs <br />USE SIMPSON DE51GN HOLD0WN5 <br />MY <br />