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Project Name: Header and Jamb at Opening Page 1 of 2 <br /> Model: Jamb-LC2 <br /> Date:01/17/2024 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS DesignerTm 5.2.2.0 <br /> Jamb stud <br /> each side <br /> N <br /> N <br /> 20.00 0 <br /> 6 <br /> P 1x <br /> Y <br /> Point Loads P1x <br /> Load(lb) 800.00 <br /> Y-Dist.(ft) 8.00 <br /> Gravity Load <br /> Type Load(lb) <br /> Uniform Oplf <br /> Ply 1100.00Ib @ 7.00ft <br /> rMaSection: (2)60OS250-97(50 ksi) Back-To-Back C Stud(punched) <br /> xo= 10374.8 ft-lb Va= 20943.2 lb I= 12.99 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 4454.4 0.429 4454.4 48.0 10374.8 0.429 0.690 U348 <br /> Distortional Bucklinq Interconnection Requirements <br /> K-phi Lm brace Ma-dist Mmax/ See AISI S100,11.1 for add'nl <br /> (lb-in/in) (in) (ft-lb) Ma-dist requirements <br /> Span 0.00 240.0 9885.8 0.451 U6=40 <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> A06 <br />