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Project Name: Header and Jamb at Opening Page 1 of 2 <br /> Model: Header(Lateral) Date:01/17/2024 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS Designer T"" 5.2.2.0 <br /> Box header- Lateral <br /> N• <br /> lD <br /> 16.50 0 <br /> is <br /> M <br /> '1 <br /> Gravity Load <br /> Type Load(lb) <br /> Uniform Oplf <br /> rm <br /> ection: (2)60OT250-68(50 ksi) Boxed Track(unpunched) <br /> axo= 5076.8 ft-lb Va= 10700.6 lb I= 7.74 inA4 <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 3267.0 0.644 3267.0 None 5076.8 0.644 0.701 L/282 <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 792.00 1.00 1360.8 2449.5 0.0 0.29 NO <br /> R1 792.00 1.00 1360.8 2449.5 0.0 0.29 NO <br /> Bending and Shear <br /> Support or Vmax Mmax Va V+M <br /> Pt Load (lb) (ft-lb) Factor V/Va M/Ma Intr. <br /> R1 792.0 0.0 1.00 0.07 0.00 0.07 <br /> R2 792.0 0.0 1.00 0.07 0.00 0.07 <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> A04 <br />