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* ♦s " <br />% * <br />1220 Marcin Street <br />Visalia. CA 93291 <br />US <br />TOWER (209)-733-2438 <br />Sheet No. I'l of <br />Analysis - Tower Section No. 6 <br />;ihear (lb):721 Moment (ft-lb):18921 <br />Lift Cable Force (lb):825 Panel Height (in):15 <br />Face Width (in):16.68 Lap length (ft):4 <br />Web Analysis:Web Analysis - Lao Area Lap shear Obs): 4730 <br />Oia. (in):0.4375 Dia. On):0.4375 <br />F.y (psi):36000 F-y (psO:36000 <br />AreaCin''2):0.150 Area On^^2):0.150 <br />L(in):17.58 LOn): •8.79 <br />r (in):0.109 r (in):0.109 <br />K:0.8 K:1 <br />KUn 128.6 KL/r 80.4 <br />C-c:126.1 C-c:126.1 <br />Actual f-a (psO:2919 Actual f-a (psQ:11036 <br />Allow. F-a (psO:12036 Allow. F-a (psO:20412 <br />|Web CSI:0.241 |Web CSI:0.54 i <br />Weld size (in):0.125 Weld size On):0.125 <br />Weld L (In):0.75 Weld L (in):0.75 <br />Act. weld T (Ib/in):585 Act. weld 'f Ob/in):2212 • <br />[Allow, weld 'P (Ib/in):2475 Allow weld ’P Ob/in):2475 <br />Iweld CSI:0.24|IWeld CSI:0.891 <br />Leo Analysis: <br />Dia. (in):1.315 <br />Thk. On):0.179 <br />F-y (psi):36000 <br />Area(in'^2):0.639 <br />LOn):15 <br />rOn):0.407 <br />K:0.9 <br />KUr.33.2 <br />C-c:126.1 <br />Leg Comp, load (lb):15994 . <br />Actual f-a (psi):25036 • <br />Allow F-a (psO:26276 <br />|Leg CSi: <br />• <br />0.95] <br />I