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MOT= <br />=9,632 k-ft <br />LOAD TRIBUTARY TOTAL <br />MR=218 plf/1000 x (10,17 ft)²/2 ROOF= 15 psf x 6,00 ft = 90,00 plf <br />=11,274 k-ft 2ND FLOOR= 15 psf x 0,00 ft = 0,00 plf <br />1ST FLOOR= 15 psf x 0,00 ft = 0,00 plf <br />T=C=9,632 k-ft -(0.6-0.14(1,16) x 11,274 k-ft)/10,17 WALL= 16 psf x 8,00 ft = 128,00 plf <br />=0,462 KIPS W = 218,00 plf <br />R=h/w <br />=0,79 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN <br />=(1.25-0.125h/b) ∑Δ= 0,021 0,010 0,001 0,010 = 0,042 in <br />=1,15 <br />V=3 KIPS x 1000/25,34ft /1,15 <br />=103 plf Δ SHEATING LEFT HD. RIGHT HD. LEFT TA. RIGHT TA. <br />1,44 in 312 plf 3,075 KIPS 3,075 KIPS 3,075 KIPS 2,960 KIPS <br />USE:TYPE 6 0,04 in 103 plf 0,462 KIPS 0,462 KIPS 0,462 KIPS 0,462 KIPS <br />LEFT HD.4x4-HDU2 w/ SET-3G 3%33%15%15%15%16% <br />RIGHT HD.4x4-HDU2 w/ SSTB20 <br />PANEL-Y2.3 <br />DRIFT <br />STRESS RATIOS <br />3 KIPS x (10,17ft / 25,34ft ) x8ft <br />UNIFORM LOAD <br />++ +