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FORCES:
<br />F1=1,683 KIPS 1,683 KIPS
<br />1,683 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=X1.1 (3,75ft)+X1.2 (5,75ft)VMAX=0,81 KIPS
<br />LTOTAL=9,50 ft VALLOWABLE=1,25 KIPS
<br />VWALL=1683 lbs / 9,5 ft
<br />=177,16 plf USE:TYPE 6 w/ 2-2x4 MIN. T.P. 64%
<br />VOVERWALL=1683 lbs / 46,25 ft
<br />=36,39 plf
<br />OVERTURNING:
<br />MOT=
<br />=5,315 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=5,315 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 />=1,288 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 0,079 = 0,140 in
<br />=0,94
<br />V=1,683 KIPS x 1000/9,5ft /0,94
<br />=189 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 189 plf 1,288 KIPS 1,288 KIPS 1,288 KIPS 1,288 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 10%61%42%42%41%41%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />MOT=
<br />=8,149 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=158 plf/1000 x (5,75 ft)²/2 ROOF= 15 psf x 2,00 ft = 30,00 plf
<br />=2,612 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=8,149 k-ft -(0.6-0.14(1,16) x 2,612 k-ft)/5,75 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=1,218 KIPS W = 158,00 plf
<br />R=h/w
<br />=1,39 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(1.25-0.125h/b) ∑Δ= 0,034 0,016 0,003 0,048 = 0,101 in
<br />=1,08
<br />V=1,683 KIPS x 1000/9,5ft /1,08
<br />=165 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 0,10 in 165 plf 1,218 KIPS 1,218 KIPS 1,218 KIPS 1,218 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 7%53%40%40%39%39%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />SHEARWALLS ANALISYS FOR LEVEL 1 (LINE X1)
<br />1,683 KIPS
<br />PANEL-X1.2
<br />PANEL-X1.1
<br />SHEARWALLS TO BE ANALYZED: X1.1 (3,75ft) & X1.2 (5,75ft)
<br />UNIFORM LOAD
<br />DRIFT
<br />UNIFORM LOAD
<br />STRESS RATIOS
<br />DRIFT
<br />1,683 KIPS x (5,75ft / 9,5ft ) x8ft
<br />1,683 KIPS x (3,75ft / 9,5ft ) x8ft
<br />STRESS RATIOS
<br />0,00 lb
<br />-385,12 lb
<br />142,76 lb
<br />-2,79 lb
<br />806,63 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 35,00 ft 40,00 ft 45,00 ft 50,00 ft
<br />-500 lb
<br />0 lb
<br />500 lb
<br />1000 lb DRAG FORCE ANALYSIS
<br />OP X1.1 OP X1.2 OP
<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 35,00 ft 40,00 ft 45,00 ft 50,00 ft
<br />SHEARWALLS SKECTH LINE
<br />++ +
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