Laserfiche WebLink
BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line 5 E-W Page: <br />SEISMIC LOAD <br />ρ =1.0 <br />Story Load 3.3 psf <br />WIND LOAD <br />1 1540 1.0 5120 Load Type L Worst Case Load Type R Worst Case <br />2 0 Load (plf)68 Load (plf)68 <br />3 0 Length L (ft.)0 Length R (ft.)32 <br />4 0 Load L (lbs.)0 Load R (lbs.)2136 <br />Total/2 = Seismic Load 2560 lbs.Total/2 = Wind Load 1068 lbs. <br />Line Load (lbs.)Offset Factor Adjust. Load Line Load (lbs.)Offset Factor Adjust. Load <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />0 0 0 0 0 0 <br />Total Add. Load 0 Total Add. Load 0 <br />Total Seismic Load =2560 lbs.Total Wind Load =1068 lbs. <br />Segment 1 2 Total Shear <br />Length (ft.) <br />L 9 17 26 <br />H 10 10 <br />H/L Ratio 1.1 0.6 <br />Load Ratio 0.35 0.65 <br />Load E 886 1674 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 370 698 lbs. <br />Adj. Load W 264 499 lbs.CBC 2306.3 <br />Unit Shear E 98 98 plf <br />Unit Shear W 29 29 plf <br />98 PLF USE #1 Shear Wall Capacity = 260 plf 6760 <br />OVERTURNING <br />OTM E 8861 16737 #-ft. <br />OTM W 3697 6984 #-ft. <br />Wall Weight 16 16 psf <br />Wall UDL 160 160 plf <br />Unif. DL 210 210 plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 14985 53465 #-ft. <br />DL Mom. E 7153 25522 #-ft. <br />DL Mom. W 8991 32079 #-ft. <br />Net OT E 1708 -8785 #-ft. <br />Net OT W -5294 -25095 #-ft. <br />UPLIFT <br />Uplift E 190 -517 lbs. <br />Add. Uplift E lbs. <br />Uplift W -588 -1476 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E 190 -517 0 0 0 0 0 0 lbs. <br />-588 -1476 0 0 0 0 0 0 lbs. <br />**** <br />* - No HD required, by inspection <br />L-21