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DATE PAGE <br /> PROJECT <br /> e JOB# <br /> : j r r i ?w i,. *. ( f p L i.. ' i t' (z <br /> e-- Input Variables Stress Increase <br /> yree_ cnw . <br /> r F1 (Ibs.) = 300.00 1.00 I <br /> 63 F2 (Ibs.) = 843.00 1.00 <br /> l'' W (in.) = 2.00 L. '/ "1 - L (in.) = 4.00 <br /> , H (in.) = 5.50 <br /> iiil a <br /> ( I e (in.) = 0.75 <br /> I r H e2 (in.) = 3.00 <br /> `�� a (in.) = 3.00 <br /> Fy Clip (ksi) = 50 <br /> Fastener Head Dia. <br /> to Steel (in.) dw = 0.4150 <br /> Fastener Shank Dia.(In.) d = 0.2100 <br /> c2 Tall. Fastener @ Steel (Ibs.)= 741 <br /> �� Vall. Fastener a Steel (Ibs.? 533 <br /> Va11 Fastener (6) Stud (Ibs.)= 457 <br /> I <br /> Fu Clip Angle (ksi) = 65 <br /> Main Member Thickness (in) = 3/16" <br /> CUP ANGLE DESIGN: <br /> Clip Bending Moment (in-lb) = 226.5563 I - Seismic connection ratio 1 1.000 <br /> Mx= F2 *e *.5 <br /> Thickness of Clip Angle Req'd. (in) = 0.0908 <br /> treq'd = [(6*Mx)/(.6*Fy *H *I))1/2 <br /> Clip Angle Required = 12 GA. CLIP ANGLE <br /> Design Gage Required (t) = 0.1017 <br /> USE: 2" x 4" x 12 GA. CLIP ANGLE x 5.5" LONG <br /> FASTENER DESIGN TO STEEL: <br /> Prying Action . F2 Bearing Capacity F2 <br /> Prying Force © Fastener Centerline (Ibs.) = 1343.43 Allowable Bearing Capacity 1 Fastener (Ibs.) = 1249.38 <br /> Prying Force= (F2J(W -e))'W Bearing Capacity = 2.71'Fu *d *I /3 <br /> { <br /> Pullover F2 Prying Action F1 <br /> Allowable Pullover Capacity / Fastener (Ibs.) = 1371.68 Prying Force © Fastener Centerline (Ibs.) = 360.00 <br /> Pullover Capacity = 1.5" t"dw*Fu/3 Prying Force= (F1* e2) /(a -112) <br /> NUMBER OF FASTENERS REQUIRED: <br /> Prying Force F2 + Prying Force F1 + Shear F1 <br /> min.(Tall or Pullover) min.(Tall or Pullover) min.(Vall or Bearing) <br /> 1343.43 + 360.00 + 300.00 = 2.9 <br /> 740.80 740.80 533.33 <br /> USE: 3 #12 -14 Screw <br /> CLIP ANGLE/ STUD CONNECTION <br /> Stud: 600S162 -43 <br /> NUMBER OF FASTENERS REQUIRED: <br /> (F1 +F2 5 / Vail Fastener © Stud = 2.0 <br /> USE: 2 #12 -14 Screw <br /> F:1Job Files1914820 Frontier Building Corp - Zephyrhill FL Aspen LL worklarch calcs\Lt Gage Clip- Bypass v2.xls <br />