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Loads have not been modified for strength checks <br />Loads have not been modified for deflection calculations <br />Section <br />Number Section <br />Ixx <br />(in^4) <br />% of Total <br /> Ixx <br />Area <br />(in^2) <br />% of Total <br /> Area <br />Built-Up Section: <br />1 362S200-54(50)38.2 %0.479 35.7 %1.030 <br />2 362T200-54(50)30.9 %0.431 32.1 %0.832 <br />3 362T200-54(50)30.9 %0.431 32.1 %0.832 <br />Overall Member Inputs: <br />Span <br />Bracing <br />(in) <br />K-phi <br />(lb-in/in) <br />Flexure <br />Lm <br />(in) <br />Load <br />(lb) <br />KyLy <br />(in) <br />KtLt <br />(in) <br />Axial <br />K-phi <br />(lb-in/in) <br />Lm <br />(in) <br />Span 60 0 0 N/A N/A72 N/A N/A <br />R2 <br />Reaction And Point Load Data: <br />R1 <br />Load (lb)801.0801.0 <br />Brng (in)1.001.00 <br />Analysis Summary: <br />Section Defl M/Ma <br />Flexure <br />V/Va <br />Shear & Bending Axial Web Cripling <br />Stiffen Req'd Unstiffened Stiffened P/Pa Combined <br />362S200-54(50)L/735 0.393 0.30 0.30 N/A 0.00No 0.393 <br />362T200-54(50)L/735 0.518 0.07 0.07 N/A 0.00No 0.518 <br />362T200-54(50)L/735 0.518 0.07 0.07 N/A 0.00No 0.518 <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name:McGuff CFS Designer <br />Model:6'-0" OPNG Typical Header <br />2012 NASPEC [AISI S100-2012]Code: <br />Page 1 of 1 <br />Date: 03/12/2025 <br />Simpson Strong-Tie® CFS Designer™ 5.2.7.0