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r <br />I <br />1220 Marcin Street <br />Visalia. CA 93291 <br />US <br />TOWER (209)-733-2438 <br />Sheet No. 1.0 of <br />Base Connection • <br />•#8 Base Section <br />Shear (lbs):1190 Leg Comp, (lbs):33263 <br />loment (ft-lbs):55889 Leg Tension (lbs):32036 <br />.ift Cable force (lbs):1840 Leg O.D. (in):1.9 <br />ace width (in):23.72 <br />ab Plate to Leo:C.L. bolt to leg (in):1.25 <br />-'late width (In):2.5 Bolt dia. (in):0.75 (A325N) <br />Plate height (in):13 No. of bolts:6 <br />Plate Thkn. (in):0.375 Di.st. between bc.ts:2 <br />3oit force (lbs):7619 Weld tab to leg:Weld size (in): <br />Allow, bolt shr. (lbs):12370 Moment (in-lbs):73178 <br />Brig check OK Weld S-x (in*2):56.333 <br />Bolt CSI:0.62 Weld stress (Ibs/in):1834 <br />Allow Stress (ibs/in):3722 <br />4x4x1/2 Anale to Base: <br />F-y (psi):36000 KL/n 3 <br />S-x 0n^3):1.97 F-a (psi):28629 <br />Area (in'^2):3.75 P-allow (lb):107359 <br />Moment (in-lbs):47080 <br />3olt ecc. (in):1.32 <br />Shear ecc. (in): <br />A M - A <br />8 F-b(psi):28800 <br />0.188 <br />jWeld CSI:j <br />bolt to base plate: <br />■Angle CSI 0.91 <br />/Veld tab to base: <br />Weld S-x (in^2): <br />Weld stress (Ibs/ln): <br />.Mlow Stress (Ibs/in): <br />Weld size (in): <br />13.330 <br />3955 <br />7425 <br />0.375 <br />Moment (in-lbs):45461 <br />[weld CSI: 0.53 | <br />^ase Plate Assembly: <br />Top Plate: Bot. Plate: <br />W (in): 6.000 W (in): <br />L (in): 6.500 L (in): <br />Thkn. (in) 0.375 Thkn. (in) <br />6.000 <br />6.500 <br />0.500 <br />’ Combined Plate Properties: <br />Too Plate: <br />Area: 2.2500 <br />Y-bar (in): 0.6875 <br />Bot. Plate: <br />Area: <br />Y-bar (in): <br />Concrete bearing: <br />f-p (psQ: <br />F-p (psO: <br />f-c (psO: <br />853 <br />1867 <br />2000 <br />ICSI:0.46 <br />3.0000 <br />0.2500 <br />Centroid: <br />I CinM): <br />con): <br />0.438 <br />0.335 <br />0.438 <br />Moment - from comp (in-lbs): <br />f-b (psi): <br />F-b.(psi): <br />[cSh <br />27026 <br />35299 <br />36000 <br />0.98 <br />J