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Project Name: Header and Jamb at Opening Page 1 of 2 <br /> Model: Header(Gravity) Date:01/17/2024 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS Designer"' 5.2.2.0 <br /> Box header - Gravity <br /> N <br /> W <br /> O <br /> 16.50 0 <br /> iT <br /> Gravity Load <br /> Type Load(lb) <br /> Uniform Oplf <br /> rm <br /> ection: (2)80OS250-54(50 ksi) Boxed C Stud (punched) <br /> axo= 7609.7 ft-lb Va= 4182.6 lb I= 14.76 in^4 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet <br /> Flexural and Deflection <br /> Mmax Mmax/ Mpos Bracing Ma-Brc Mpos/ Deflection <br /> (ft-lb) Maxo (ft-lb) (in) (ft-lb) Ma-Brc (in) Ratio <br /> Span 4424.1 0.581 4424.1 None 7609.7 0.581 0.498 U398 <br /> Bending and Web Crippling <br /> Support or Load Bearing Pa Pn Mmax Intr. Stiffeners <br /> Pt Load P(lb) (in) (lb) (lb) (ft-lb) Value Required? <br /> R2 1072.50 1.00 1149.1 2010.9 0.0 0.49 NO <br /> R1 1072.50 1.00 1149.1 2010.9 0.0 0.49 NO <br /> Bending and Shear <br /> Support or Vmax Mmax Va V+M <br /> Pt Load (lb) (ft-lb) Factor VIVa M/Ma Intr. <br /> R1 1072.5 0.0 1.00 0.26 0.00 0.26 <br /> R2 1072.5 0.0 1.00 0.26 0.00 0.26 <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> A02 <br />