3003 W CASINO RD BLDG 40-36 2025-08-05

Project Name: Header and Jamb at Opening Page 2 of 2 Model: Jamb- LC2 Date:01/17/2024 Code: AISI S100-16 Simpson Strong-Tie®CFS DesignerTm 5.2.2.0 Bending and Web Crippling Support or Load Bearing Pa Pn Mmax Intr. Stiffeners Pt Load P(lb) (in) (Ib) (lb) (ft-lb) Value Required? P1x 800.00 1.50 13545.8 23705.1 4454.4 0.29 NO R2 448.00 1.00 7987.6 15975.2 0.0 0.03 NO R1 608.00 1.00 7987.6 15975.2 0.0 0.03 NO Bending and Shear Support or Vmax Mmax Va V+M Pt Load (lb) (ft-lb) Factor V/Va M/Ma Intr. R1 608.0 0.0 0.36 0.08 0.00 0.08 R2 448.0 0.0 0.36 0.06 0.00 0.06 Pi 505.9 4454.4 0.36 0.07 0.43 0.43 Combined Bending and Axial Axial Ld Bracing(in) Max K-phi Lm Bracing Allow Intr. (lb) KyLy KtLt KUr (lb-in/in) (in) load(lb) P/Pa Value Span 1100.0(c) 48.0 48.0 102 0.0 240.0 25136.0(c) 0.04 0.45 Member Interconnection Spacing= 24 in See S100, 11.2 for additional interconnection requirements Simpson Strong-Tie Connectors Connector Anchor Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Interaction Interaction R2 448.00 0 By Others&Anchorage Designed by Engineer NA NA R1 608.00 1100.00 By Others&Anchorage Designed by Engineer NA NA Simpson Strong-Tie Wall Stud Bridging Connectors Design Method=AISI S100 Design Bracing Number of LSUBH LSUBH SUBH SUBH MSUBH MSUBH Span/Parapet Length(in.) Braces Pn(lb.) (Min)' (Max)' (Min)' (Max)' (Min)' (Max)' Span 48 N/A N/A N/A N/A N/A N/A N/A N/A Notes: 1)Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back, box, or built-up sections. 3) Reference www.strongtie.com for latest load data, important information, and general notes. 4)CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com A07