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Design Loads <br />Wall Lateral Pressure : <br />RO Lateral Pressure : <br />Parapet Lateral Pressure : <br />5 psf <br />4-Ways <br />Lateral element force multiplier <br />Strength : <br />Deflection :1 <br />1.0 <br />Gravity Load at Header:10 psf <br />Box (lateral combined)Header: <br />Component(s)Members(s) <br />Flexural <br />Bracing Axial KyLy Axial KtLt <br />Distortional <br />K-Phi(lb-in/in) <br />Distortional <br />Lm <br />Brace Settings <br />Interconnection <br />Spacing <br />Wall Studs 800S162-43(33), Single@16 in o/c 48 in 48 in 0 None48 in N/A <br />Jamb Studs 800S162-43(33), (3) Non-Composite 48 in 48 in 0 None48 in N/A <br />Vertical Header 800S162-54(50), Boxed Full N/A 0 NoneN/A N/A <br />Lateral Header 800T150-54(50), Boxed Full N/A 0 NoneN/A N/A <br />Sill 800T150-54(50), Single Full N/A 0 NoneN/A N/A <br />Component(s)Members(s) <br />Axial <br />Load (lb) <br />Max. Moment <br />(ft-lb) <br />Max. <br />Shear (lb) <br />Bottom <br />Reaction (lb) <br />Top or End <br />Reaction (lb) <br />Analysis Results <br />Max <br />KL/r <br />Wall Studs 800S162-43(33), Single@16 in o/c 0.0 105.0 105.0 105.0826.9N/A <br />Jamb Studs 800S162-43(33), (3) Non-Composite 450.0 412.5 300.0 412.54125.0129 <br />Vertical Header 800S162-54(50), Boxed N/A 450.0 N/A 450.01350.0N/A <br />Lateral Header 800T150-54(50), Boxed N/A 196.9 N/A 196.9666.6N/A <br />Sill 800T150-54(50), Single N/A 309.4 N/A 309.41004.1N/A <br />Component(s)Members(s) <br />Deflection A + M <br />Interaction <br />V + M <br />Interaction Web Stiffners Design OK <br />Design Results <br />Span Parapet <br />Wall Studs 800S162-43(33), Single@16 in o/c L/340 0.10 No Yes0.541L/0 <br />Jamb Studs 800S162-43(33), (3) Non-Composite L/224 0.82 No Yes0.964L/0 <br />Vertical Header 800S162-54(50), Boxed L/1360 0.22 No Yes0.22NA <br />Lateral Header 800T150-54(50), Boxed L/2343 0.16 No Yes0.16NA <br />Sill 800T150-54(50), Single L/774 0.48 No Yes0.48NA <br />Connector Anchor <br />Interaction <br />Simpson Strong-Tie® Connectors @ Studs <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name:McGuff CFS Designer <br />Model:12' OPNG Full Height Wall <br />2012 NASPEC [AISI S100-2012]Code: <br />Page 1 of 2 <br />Date: 03/12/2025 <br />Simpson Strong-Tie® CFS Designer™ 5.2.7.0