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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 />5 psf <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 />Cant. Deflection:2 x Cantilever <br />Additional Pt. Load ea. Stud :256 lbs <br />Back-to-Back Member L/6 Interconnection <br />Spacing per AISI S100 D1.1 <br />Member Span Cantilever <br />Jamb Studs 24.0 in 7.0 in <br />See AISI S100 D1.1 for Add'nl Requirements <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 362S162-33(33), Single@16 in o/c Third-Pt Third-Pt 0 NoneThird-Pt N/A <br />Jamb Studs 362S162-33(33), Back-To-Back Third-Pt Third-Pt 0 NoneThird-Pt 12 in <br />Sill 362T150-33(33), 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 362S162-33(33), Single@16 in o/c 256.0 43.4 36.6 66.7100.599 <br />Jamb Studs 362S162-33(33), Back-To-Back 801.0 78.1 78.1 78.1255.499 <br />Sill 362T150-33(33), Single N/A 44.4 N/A 44.477.0N/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 362S162-33(33), Single@16 in o/c L/944 0.10 No Yes0.523L/804 <br />Jamb Studs 362S162-33(33), Back-To-Back L/718 0.29 No Yes0.503L/496 <br />Sill 362T150-33(33), Single L/1796 0.26 No Yes0.26NA <br />Support Rx(lb)Ry(lb)Simpson Strong-Tie® Connector <br />Connector <br />Interaction <br />Anchor <br />Interaction <br />Simpson Strong-Tie® Connectors @ Studs <br />5.99 %R2 66.74 0.00 13.62 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel <br />43.39 %R1 36.60 462.67 30.20 %MFCB45.5 Max(9#12-14) & (2) #12-24 SST X or XL to A36 <br />Steel <br />* Reference catalog for connector and anchor requirement notes as well as screw placements requirement <br />www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. <br />Project Name:McGuff CFS Designer <br />Model:6' OPNG Typical Interior Wall Stud - Non-Walkable <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