Laserfiche WebLink
Project Name: Header and Jamb at Opening Page 2 of <br /> Model: Header(Gravity) Date:01/17/2024 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS DesignerTm 5.2.2.0 <br /> Simpson Strong-Tie Connectors <br /> Connector Anchor <br /> Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction <br /> R2 1072.50 0 By Others&Anchorage Designed by Engineer NA NA <br /> R1 1072.50 0.00 By Others&Anchorage Designed by Engineer NA NA <br /> Simpson Strong-Tie Wall Stud Bridging Connectors <br /> Design Method=AISI S100 <br /> Design <br /> Bracing Number of LSUBH LSUBH SUBH SUBH MSUBH MSUBH <br /> Span/Parapet Length(in.) Braces Pn(lb.) (Min)' (Max)' (Min)' (Max)' (Min)' (Max)' <br /> Span Span N/A N/A N/A N/A N/A N/A N/A N/A <br /> Notes: <br /> 1)Values in parentheses are stress ratios. <br /> 2) Bridging connectors are not designed for back-back, box, or built-up sections. <br /> 3) Reference www.strongtie.com for latest load data, important information, and general notes. <br /> 4)CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. <br /> 5)If the bracing length is larger than the span length, bridging connectors are not designed. <br /> SIMPSON STRONG-TIE COMPANY INC. www.stmngtie.com <br /> A03 <br />