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FORCES:
<br />F1=1,723 KIPS 1,723 KIPS
<br />1,723 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=X2.1 (3,75ft)+X2.2 (6,17ft)VMAX=0,74 KIPS
<br />LTOTAL=9,92 ft VALLOWABLE=1,25 KIPS
<br />VWALL=1723 lbs / 9,92 ft
<br />=173,69 plf USE:TYPE 6 w/ 2-2x4 MIN. T.P. 59%
<br />VOVERWALL=1723 lbs / 24,5 ft
<br />=70,33 plf
<br />OVERTURNING:
<br />MOT=
<br />=5,211 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=158 plf/1000 x (3,75 ft)²/2 ROOF= 15 psf x 2,00 ft = 30,00 plf
<br />=1,111 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=5,211 k-ft -(0.6-0.14(1,16) x 1,111 k-ft)/3,75 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=1,260 KIPS W = 158,00 plf
<br />R=h/w
<br />=2,13 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(2b/h) ∑Δ= 0,039 0,018 0,004 0,077 = 0,137 in
<br />=0,94
<br />V=1,723 KIPS x 1000/9,92ft /0,94
<br />=185 plf Δ SHEATING LEFT HD. RIGHT HD. LEFT TA. RIGHT TA.
<br />1,44 in 312 plf 3,075 KIPS 3,075 KIPS 3,145 KIPS 3,145 KIPS
<br />USE:TYPE 6 0,14 in 185 plf 1,260 KIPS 1,260 KIPS 1,260 KIPS 1,260 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 10%59%41%41%40%40%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />MOT=
<br />=8,573 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=158 plf/1000 x (6,17 ft)²/2 ROOF= 15 psf x 2,00 ft = 30,00 plf
<br />=3,007 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=8,573 k-ft -(0.6-0.14(1,16) x 3,007 k-ft)/6,17 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=1,176 KIPS W = 158,00 plf
<br />R=h/w
<br />=1,3 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(1.25-0.125h/b) ∑Δ= 0,033 0,015 0,003 0,044 = 0,095 in
<br />=1,09
<br />V=1,723 KIPS x 1000/9,92ft /1,09
<br />=160 plf Δ SHEATING LEFT HD. RIGHT HD. LEFT TA. RIGHT TA.
<br />1,44 in 312 plf 3,075 KIPS 3,075 KIPS 3,145 KIPS 2,960 KIPS
<br />USE:TYPE 6 0,10 in 160 plf 1,176 KIPS 1,176 KIPS 1,176 KIPS 1,176 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 7%51%38%38%37%40%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />SHEARWALLS ANALISYS FOR LEVEL 1 (LINE X2)
<br />1,723 KIPS
<br />PANEL-X2.2
<br />PANEL-X2.1
<br />SHEARWALLS TO BE ANALYZED: X2.1 (3,75ft) & X2.2 (6,17ft)
<br />UNIFORM LOAD
<br />DRIFT
<br />UNIFORM LOAD
<br />STRESS RATIOS
<br />DRIFT
<br />1,723 KIPS x (6,17ft / 9,92ft ) x8ft
<br />1,723 KIPS x (3,75ft / 9,92ft ) x8ft
<br />STRESS RATIOS
<br />0,00 lb
<br />-744,29 lb
<br />-356,68 lb
<br />-637,98 lb
<br />-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb-0,23 lb
<br />0,00 ft 5,00 ft 10,00 ft 15,00 ft 20,00 ft 25,00 ft 30,00 ft
<br />-800 lb
<br />-600 lb
<br />-400 lb
<br />-200 lb
<br />0 lb DRAG FORCE ANALYSIS
<br />OP X2.1 OP X2.2
<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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