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DATE PAGE <br /> PROJECT <br /> 4 <br /> Input Variables Stress Increase <br /> • 5 S,�5 - _ ` �' s =` F1 (Ibs.) = 150.00 1.00 <br /> ST 0 "°" F2 (lbs.) = 422.00 1.00 <br /> W (in.) = 2.00 <br /> Ir_ „ ! L (in.) = 4.00 <br /> • i'''; . H (in.) = 5.50 <br /> ``` H e (in.) = 0.75 <br /> -.•'.---.4.-- l e2 (in.) = 3.U0 <br /> `' F� a (in.) = 3.00 <br /> r '•-, Fy Clip (ksi) = 50 <br /> Fastener Head Dia. <br /> to Steel (in.) dw = 0.4150 <br /> Fastener Shank Dia.(in.) d = 0.2100 <br /> Tall. Fastener @ Steel (Ibs.)= 741 <br /> Vali. Fastener @ Steel (Ibs.)= 533 <br /> F I Vali. Fastener @ Stud (Ibs.)= 457 <br /> T Fu Clip Angle (ksi) = 65 <br /> Main Member Thickness (in) = 3/16" <br /> CLIP ANGLE DESIGN: <br /> Clip Bending Moment (in-lb) = 113.4125 1 Seismic connection ratio 1 1.000 1 <br /> Mx= F2 * e *.5 <br /> Thickness of Clip Angle Req'd. (in) = 0.0642 <br /> treq'd = [(6*Mx) /(.6 *Fy*H *1)11/2 <br /> Clip Angle Required = 14 GA. CLIP ANGLE <br /> Design Gage Required (t) = 0.0713 <br /> USE: 2" x 4" x 14 GA. CLIP ANGLE x 5.5" LONG <br /> FASTENER DESIGN TO STEEL: <br /> Prying Action F2 Bearing Capacity F2 <br /> Prying Force @ Fastener Centerline (lbs.) = 672.51 Allowable Bearing Capacity 1 Fastener (lbs.) = 875.92 <br /> Prying Force= (F2/(W -e))*W Bearing Capacity = 2.7 *t *Fu *d*1/3 <br /> Pullover F2 Prying Action Fl <br /> Allowable Pullover Capacity / Fastener (Ibs.) = 961.66 Prying Force @ Fastener Centerline (Ibs.) = 180 <br /> Pullover Capacity = 1.51*dw *Fu/3 Prying Force= (F1* e2)/(a -1/2) <br /> NUMBER OF FASTENERS REQUIRED: <br /> • Prying Force F2 + Prying Force F1 + Shear F1 <br /> min.(Tali or Pullover) min.(TaII or Pullover) min.(Vall or Bearing) <br /> 672.51 + 180.00 + 150.00 = 1.4 <br /> 740.80 740.80 533.33 <br /> USE: 2 #12 -14 Screw <br /> CLIP ANGLE/ STUD CONNECTION <br /> Stud: 600S 162 -43 <br /> NUMBER OF FASTENERS REQUIRED: <br /> (F1 +F2 Vail Fastener @ Stud = 1.0 <br /> USE: 1 #12 -14 Screw <br /> F:1Pending Standards\N 600 Steal Studs\Calculation SpreadsheetsN_t Gage Clip- Bypass v2.xls <br />