Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Buylging Agency <br />Project Name: New WorkSpace <br />Model. Dock Canopy, Joist _ <br />Code: AISI S100-16 <br />Span <br />FOR PERMIT ISSUANCE <br />Simpson Strong-Tier10 CFS DesignerT' 5.2.8.0 <br />Section - 62S162-54 (50 ksi) @ 16" o.c. in l%04 .( ranched) <br />Maxo = 1106.7 ft-lb Va = 3371.6 lb Date! - 0.87 in^4 <br />Loads have not been modified for strength chec <s <br />Loads have been multiplied by 0.70 for deflection calculations <br />N• Bridging Connectors - Design Method =AIS1 S100 <br />Axial Flexual, Stress <br />Span KyLy, KtLt Distortional Connector Ratio <br />Span NA None, 60.0" N/A <br />Web Cripolinq <br />Code Check <br />Required <br />Max. Axial, Ibs <br />0.0(t) <br />Max. Shear, Ibs <br />210.7 <br />Max. Moment (MaFy, Ma-dist), ft-Ibs <br />263.3 <br />Moment Stability, ft-Ibs <br />263.3 <br />Shear/Moment <br />0.24 <br />Axial/Moment <br />0.28 <br />Deflection Span, in <br />0.032 <br />Bearing Pa M <br />Support Load (lb) (in) (Ib) (ft-Ibs) <br />R2 210.67 1.00 634.4 0.0 <br />R 1 210.67 1.00 634.4 0.0 <br />." after support means punched near support <br />Gravity Load <br />Type Load (lb) <br />Uniform 0.00plf <br />Allowed <br />Interaction <br />- <br />0% <br />1016 <br />21% <br />1077.8 <br />24% <br />952.9 <br />28% <br />1.00 <br />24% <br />1.00 <br />28% <br />-meets L/1862-- <br />Max Int. Stiffener? <br />0.17 NO <br />0.17 NO <br />Notes <br />K4)=0.00 Ib-in/in Max KUr = N/A <br />Shear(Punched) <br />Ma -disc (control),K(D=0.00 lb-in/in <br />Shear 0.0, Moment 263.3 <br />Axial 0.0(c), Moment 263.3 <br />Connector Anchor <br />Support Rx(lb) Ry(lb) Simpson Strong -Tie Connector Interaction Interaction <br />R2 210.7 0.0 By Others & Anchorage Designed by Engineer NA NA <br />R1 210.7 0.0 By Others & Anchorage Designed by Engineer NA NA <br />' Reference catalog for connector and anchor requirement notes as well as screw placement requirements - <br />SIMPSON STRONG -TIE COMPANY INC. <br />www.strongtio.com <br />