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FORCES:
<br />F1=1,772 KIPS 1,772 KIPS
<br />1,772 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=Y1.1 (6,08ft)+Y1.2 (9,92ft)VMAX=0,46 KIPS
<br />LTOTAL=16,00 ft VALLOWABLE=1,25 KIPS
<br />VWALL=1772 lbs / 16 ft
<br />=110,75 plf USE:TYPE 6 w/ 2-2x4 MIN. T.P. 37%
<br />VOVERWALL=1772 lbs / 27 ft
<br />=65,63 plf
<br />OVERTURNING:
<br />MOT=
<br />=5,387 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=203 plf/1000 x (6,08 ft)²/2 ROOF= 15 psf x 5,00 ft = 75,00 plf
<br />=3,752 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=5,387 k-ft -(0.6-0.14(1,16) x 3,752 k-ft)/6,08 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=0,616 KIPS W = 203,00 plf
<br />R=h/w
<br />=1,32 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(1.25-0.125h/b) ∑Δ= 0,021 0,010 0,001 0,023 = 0,055 in
<br />=1,09
<br />V=1,772 KIPS x 1000/16ft /1,09
<br />=102 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 0,06 in 102 plf 0,616 KIPS 0,616 KIPS 0,616 KIPS 0,616 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 4%33%20%20%20%20%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />MOT=
<br />=8,789 k-ft
<br />LOAD TRIBUTARY TOTAL
<br />MR=203 plf/1000 x (9,92 ft)²/2 ROOF= 15 psf x 5,00 ft = 75,00 plf
<br />=9,988 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=8,789 k-ft -(0.6-0.14(1,16) x 9,988 k-ft)/9,92 WALL= 16 psf x 8,00 ft = 128,00 plf
<br />=0,445 KIPS W = 203,00 plf
<br />R=h/w
<br />=0,81 →REDUCTION FACTOR BELOW ΔBENDING ΔSHEAR ΔNAIL SLIP ΔHOLDOWN
<br />=(1.25-0.125h/b) ∑Δ= 0,020 0,009 0,001 0,010 = 0,040 in
<br />=1,15
<br />V=1,772 KIPS x 1000/16ft /1,15
<br />=96 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 0,04 in 96 plf 0,445 KIPS 0,445 KIPS 0,445 KIPS 0,445 KIPS
<br />LEFT HD.4x4-HDU2 w/ SSTB20 3%31%15%15%14%15%
<br />RIGHT HD.4x4-HDU2 w/ SSTB20
<br />SHEARWALLS ANALISYS FOR LEVEL 1 (LINE Y1)
<br />1,772 KIPS
<br />PANEL-Y1.2
<br />PANEL-Y1.1
<br />SHEARWALLS TO BE ANALYZED: Y1.1 (6,08ft) & Y1.2 (9,92ft)
<br />UNIFORM LOAD
<br />DRIFT
<br />UNIFORM LOAD
<br />STRESS RATIOS
<br />DRIFT
<br />1,772 KIPS x (9,92ft / 16ft ) x8ft
<br />1,772 KIPS x (6,08ft / 16ft ) x8ft
<br />STRESS RATIOS
<br />0,00 lb
<br />-459,41 lb
<br />-185,08 lb
<br />-447,59 lb
<br />0,00 lb0,00 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 />-500 lb
<br />-400 lb
<br />-300 lb
<br />-200 lb
<br />-100 lb
<br />0 lb DRAG FORCE ANALYSIS
<br />OP Y1.1 OP Y1.2
<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 />++ +
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