Laserfiche WebLink
Coiling Door Header - <br />Gravity Design <br />Project Name: Jambs and Studs <br />Model: Header @ Coil Door - Gravity <br />Code: AISI S100-16 <br />362.501b/ft <br />RI R2 <br />16.00 <br />Date: 01/17/2024 <br />Simpson Strong -Tie® CFS DesignerTM 5.0.1.0 <br />Section: (2) 1000S300-68 (50 ksi) Boxed C Stud (punched) <br />Maxo = 13981.7 fl-lb Va = 6690.8 lb I = 34.20 inA4 <br />Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Bridaina Connectors - Desian Method =AISI S100 <br />Axial <br />Flexual, <br />Stress <br />Span <br />KyLy, <br />KtLt <br />Distortional <br />Connector <br />Ratio <br />Span <br />NA <br />None, N/A <br />N/A <br />- <br />Web Crippling <br />Bearing <br />pa M <br />Support <br />Load (lb) <br />(in) <br />(lb) (ft-Ibs) <br />Max Int. <br />Stiffener? <br />R1 <br />2900.0 <br />1.00 <br />1707.2 0.0 <br />0.88 <br />YES <br />R2 <br />2900.0 <br />1.00 <br />1707.2 0.0 <br />0.88 <br />YES <br />""" after support means punched near support <br />Code Check <br />Required <br />Allowed <br />Interaction <br />Notes <br />Span Max. Axial, Ibs <br />0.O(t) <br />- <br />0% <br />K4)=0.00 Ib4nM Max KUr = N/A <br />Max. Shear, Ibs <br />2900.0 <br />6690.8 <br />43% <br />Shear (Punched) <br />Max. Moment (MaFy, Ma-dist), fl-Ibs <br />11600.0 <br />13981.7 <br />83% <br />Moment Stability, ft-Ibs <br />11600.0 <br />13981.7 <br />83% <br />Shear/Moment <br />0.83 <br />1.00 <br />83% <br />Shear 0.0, Moment 11600.0 <br />Axial/Moment <br />0.83 <br />1.00 <br />83% <br />Axial 0.0(c), Moment 11600.0 <br />Deflection Span, in <br />0.530 <br />-meets U362- <br /><100% <br />>U360% <br />Connector Anchor <br />Support Rx(lb) Ry(lb) <br />Simpson Strong -Tie Connector <br />Interaction Interaction <br />R1 0.0 2900.0 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />R2 0.0 2900.0 By <br />Others & Anchorage Designed by Engineer <br />NA NA <br />" Reference catalog for connector and anchor requirement notes as well as screw placement requirements <br />SIMPSON STRONG -TIE COMPANY INC. <br />w .strongtiexom <br />A17 <br />