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FORCES:
<br />F1=3,000 KIPS 3,000 KIPS
<br />3,000 KIPS 0,000 KIPS
<br />FTOTAL=
<br />SEISMIC GOVERNS
<br />LOAD COMB.= (0.6-0.14SDS)D+0.7E
<br />SDS=1,160
<br />SHEAR STRESS:DRAG FORCE ANALYSIS
<br />LTOTAL=Y2.1 (10,17ft)+Y2.2 (5ft)+Y2.3 (10,17ft)VMAX=0,05 KIPS
<br />LTOTAL=25,34 ft VALLOWABLE=1,25 KIPS
<br />VWALL=3000 lbs / 25,34 ft
<br />=118,39 plf USE:TYPE 6 w/ 2-2x4 MIN. T.P. 4%
<br />VOVERWALL=3000 lbs / 26,34 ft
<br />=113,90 plf
<br />OVERTURNING:
<br />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 3,075 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%15%
<br />RIGHT HD.4x4-HDU2 w/ SET-3G
<br />MOT=
<br />=4,736 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=218 plf/1000 x (5 ft)²/2 ROOF= 15 psf x 6,00 ft = 90,00 plf
<br />=2,725 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=4,736 k-ft -(0.6-0.14(1,16) x 2,725 k-ft)/5 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=0,709 KIPS W = 218,00 plf
<br />R=h/w
<br />=1,6 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(1.25-0.125h/b) ∑Δ= 0,024 0,011 0,001 0,032 = 0,068 in
<br />=1,05
<br />V=3 KIPS x 1000/25,34ft /1,05
<br />=113 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 3,075 KIPS
<br />USE:TYPE 6 0,07 in 113 plf 0,709 KIPS 0,709 KIPS 0,709 KIPS 0,709 KIPS
<br />LEFT HD.4x4-HDU2 w/ SET-3G 5%36%23%23%23%23%
<br />RIGHT HD.4x4-HDU2 w/ SET-3G
<br />SHEARWALLS ANALISYS FOR LEVEL 1 (LINE Y2)
<br />3,000 KIPS
<br />PANEL-Y2.2
<br />PANEL-Y2.1
<br />SHEARWALLS TO BE ANALYZED: Y2.1 (10,17ft), Y2.2 (5ft) & Y2.3 (10,17ft)
<br />UNIFORM LOAD
<br />DRIFT
<br />UNIFORM LOAD
<br />STRESS RATIOS
<br />DRIFT
<br />3 KIPS x (5ft / 25,34ft ) x8ft
<br />3 KIPS x (10,17ft / 25,34ft ) x8ft
<br />STRESS RATIOS
<br />0,00 lb
<br />45,71 lb
<br />-11,24 lb
<br />11,24 lb
<br />-45,71 lb
<br />0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb0,00 lb
<br />0,00 ft 5,00 ft 10,00 ft 15,00 ft 20,00 ft 25,00 ft 30,00 ft
<br />-60 lb
<br />-40 lb
<br />-20 lb
<br />0 lb
<br />20 lb
<br />40 lb
<br />60 lb DRAG FORCE ANALYSIS
<br />Y2.1 OP Y2.2 OP Y2.3
<br />0,00 ft
<br />1,00 ft
<br />2,00 ft
<br />3,00 ft
<br />4,00 ft
<br />5,00 ft
<br />6,00 ft
<br />7,00 ft
<br />8,00 ft
<br />9,00 ft
<br />0,00 ft 5,00 ft 10,00 ft 15,00 ft 20,00 ft 25,00 ft 30,00 ft
<br />SHEARWALLS SKECTH LINE
<br />++ +
<br />++ +
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