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V(from 3rd)- <br />I G52 It, <br />3267 lb <br />V(from 2nd)- <br />4443 lb <br />3466 Ib <br />V(from Ist)- <br />110881b <br />7273 lb <br />£(Wind) - <br />17183 Ib <br />£(Smc) - 14000 It, <br />v - <br />221 PLF <br />166 PLP <br />Height of <br />shear wall - <br />F 14.0 t <br />Length of <br />shear wall = <br />32_00 t <br />Aspect Ratio Or, <br />LOADING <br />IBC 2306.4.1 -� <br />OVERTURNING <br />P2 <br />221 PLF <br />P11 <br />1 32 I <br />T C j <br />NIL LOADING <br />IBC 2306.4.1 --► <br />OVERTURNING <br />P2 <br />166 PLF <br />14� Pt i <br />32 1 T C <br />3 for 3rd. 2 for 2nd, or I for 15t story <br />I for nght-left. or O for front -rear walls <br />Length of Shearwalb <br />Wright of shear wall - <br />Tnbutay width for dead load (P,) - <br />Length of adjoining will (Pa) - <br />1.4 x 0.93 x 260 - 339 PIP -� <br />4.0 total length <br />Tnb. Area (2nd) <br />ROW4.0 total length <br />Tnb. Area ( I st) <br />I subdu.ingth <br />2A total length <br />PI - <br />0.67 0O.O x <br />32.0) x 12 +(( I4.Ot 32.0)1 <br />1 O - 554711, <br />P2 - <br />KO / <br />32.0) x ( 5547) - 693 lb <br />T-C - 1 <br />221 x <br />14.0 1-1 5547 x .5 I - 1 <br />6931 - .374 It, <br />Total - <br />upper + lower <br />- 10 + -374 - <br />-364 Ib <br />NO NOLDOWNS RLOUIRED <br />OK <br />0.93 x 260 - 242 PLF -► USE QI <br />PI - <br />0.85 (10.0 x 32.0) x 12 <br />+1( <br />14.Ox 32.0)1 10 - 7072 lb <br />P2 - <br />(4.0 / 32.0) x ( <br />7072 <br />) - 884 lb <br />T-C - I <br />166 x 14.0 1 - I <br />7072 <br />x .5 1 - 1 8841 - -2093 It, <br />Total - <br />upper + Iowa - = <br />+ <br />-2093 - .2093 Ib <br />V(from 3rd)- I G52 Ib <br />3267 lb <br />V(from 2nd)- 4443 lb <br />3466 It, <br />V(from 15t)- 11088 lb <br />7273 lb <br />£(Mnd) - 17183 It, <br />£(5mc) - 14000 lb <br />v - 595 PLF <br />504 MY <br />Height of shear wall - <br />10.0 It <br />Length of shear wall - <br />3.00 It <br />Aspect Ratio OK <br />WIND LOADING <br />IBC 2306.4.1 -� <br />P2 <br />j 595 PLP <br />101 1P, <br />! <br />3 I <br />I C j <br />5E15MIC LOADING <br />IBC 2306.4.1 -► <br />P2 I <br />+ 504 PLF <br />IO Li <br />I <br />3 <br />T C <br />NO HOLDOWN5 REQUIRED <br />OK <br />3 for 3rd, 2 for 2nd, or I for 1st story <br />: r�• . Arc.. (3rd) <br />dGrater <br />enter I for nght-left, or 0 for front -rear walls <br />. <br />5ubdu.ingth <br />Total Length of 5hearwall5 <br />4.0 <br />total length <br />fnb. Area (2nd) <br />I subdu.Ingth <br />4.0 total length <br />Tnb. Area (15t) <br />Wright of shear wall - <br />15.5 subdu.ingth <br />TnWtary width for dead load (P.) - <br />P4.10ft <br />84.0 total length <br />Length of adjoining wall (Pa) - <br />1.4 x 0.93 x <br />OVERTURNING <br />4GO - <br />599 PLF <br />USE Q <br />P I - <br />0.67 <br />(3.0 x <br />3.0) x 12 <br />+I( <br />I O.Ox 3.0)) 10 - 272 Ib <br />P2 - <br />(4.0 <br />/ <br />3.0) x ( <br />272 <br />) - 363 lb <br />T-C - ( <br />595 <br />x <br />10.0 1 . 1 <br />272 <br />x .5 I - I 3631 - 5451 Ib <br />Total - <br />upper + lower <br />- <br />+ <br />5451 - 5451 lb <br />USE 51MP50N DE51GN HOLDOWN5 PNU6-SD53 <br />(2w4h) x 0.93 x <br />920 - <br />513 PLP <br />-- <br />USE Q <br />OVC PLLN yCL€xLU� lNG <br />PI - 0.65 <br />(3.Ox <br />3.0)x 12 <br />+1( IO.Ox <br />3.0)1 10- 347 It, <br />P2 - (4.J <br />/ <br />3.0) x ( <br />346.8) - <br />462 Ib <br />T-C - ( 50.1 <br />x <br />10.0 1 -1 <br />347 x .5 <br />1 - I 4621 - 440G It, <br />Total - upper + lower <br />- u <br />+ 440G <br />- 44OG Ib <br />USE 51MP50N DESIGN HOLDOWN5 F=7nUG-SU53 <br />