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! <br />1220 Marcin Street <br />Visalia. CA 93291 <br />! Analysis - Tower Section No. S <br />US <br />TOWER (209)-733-2438 <br />Sheet No. of <br />Shear (ib):525 Moment (ft-lb):8119 <br />Lift Cable Force (lb):413 Panel Height (in):15 <br />Face Width (in):13.95 Lap length (ft):4 <br />Web Analysis:Web Analysis - Lao Area Lap shear (lbs): <br />Dia. (in):0.375 Dia. On):0.375 <br />F-y (psO:36000 F-y (psO:36000 <br />Area(in^2):0.110 Area On^2):0.110 <br />LCn):15.10 LOn):7.55 <br />rOn):0.094 rOn):0.094 <br />K:0.8 K:1 <br />KL/n 128.9 KUr 80.6 <br />C-c:126.1 C-c:126.1 <br />Actual f-a (psQ:2971 Actual f-a (psQ:7230 <br />Allow. F-a (psi):11985 Allow. F-a (psO:20387 <br />|Web CSI:0.25||Web CSI:0.351 <br />Weld size (in):0.125 Weld size (in):0.12 j <br />Weld L On):0.75 Weld L (in):0.75 <br />Act. weld T (Ib/in):438 Act. weld T (Ib/in):1065 <br />Allow, weld r Ob/in):2475 Allow weld 'F' (Ib/in):2475 <br />iweld CSI:0.181 jWeld CSI:0.431 <br />Leo Analysis: <br />Dia. On):1.05 <br />Thk. On):0.154 <br />F-y (psi):36000 <br />AreaOn^'2):0.433 <br />LOn):15 <br />rOn):0.321 <br />K:0.9 <br />KL/n 42.0 <br />C-c:126.1 <br />Leg Comp, load (lb):8202 <br />Actual f-a (psi):18921 <br />Allow F-a (psO:25367 <br />|Leg CSI:0.75| <br />2030 <br />i <br />X <br />'