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Thursday, July 18, 2024 SteelSmart® System 8.5 <br />Company:Melqart Inc Project:Probation st Andrew <br />Address:1700 E St Andrew Country: United States <br />State:Alabama Zip Code:92705 <br />Stud - Interior Wall <br />W1 <br />Bracing: <br />Stud Lateral Bracing (in):@ Bridging Spacing Stud Torsional Bracing (in):@ Bridging Spacing <br />Kφ Distortional Buckling Rotational Stiffness (lbs-in./in.):0 <br />Span Bracing Data: <br />Span #Span Data <br />Max. Wall Bridging Spacing (ft):5 <br />1 Bridging Member Type:TSN BridgeBar Spacing of Bridging Line Anchors (ft):16 <br />Deflection: <br />Absolute Lateral Deflection (in):1 <br />Span Data: <br />Span #Lateral Deflection Limit: L/ <br />1 360 <br />Span Loads: <br />Span #Non uniform Load <br />Distribution Factor <br />Dead Load <br />(psf) <br />Live Load <br />(psf) <br />Snow/Roof Live Load <br />(psf) <br />Transverse Load <br />(psf) <br />1 1 15 65 15 15.25 <br />Member Loads: <br />Member Uniform Loads: <br />Member #Load Case Value (lbs/ft): <br />1 Transverse Load 20.333 <br />Load Combination Factors: <br />#Dead Load Live Load Transverse Load Snow/Roof Live Load Used For <br />1 1 1 1 0 Strength <br />2 1 0 0 1 Strength <br />3 1 0.75 0.75 0.75 Strength <br />4 0 0 1 0 Lateral Deflection <br />Section: <br />Span 1 Section Data <br />Section:600S162-43 (33 ksi) <br />Member Layout:One Piece <br />Dimensions (in): <br />D: 6 B: 1.625 t: 0.0451 <br />R: 0.071 C: 0.5 <br />ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 2 / 3 <br />P1.40 <br />California <br />1700 E St Andrew <br />Pl10/8/2024