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Thursday, July 18, 2024 SteelSmart® System 8.5 <br />Company:Melqart Inc Project:OC Probation <br />Address:1700 E St Andrew Country: United States <br />State:California Zip Code:92705 <br />Simply Supported Joist <br />J1 <br />Diagram: <br />Dead Load (lbs,ft) <br />Live Load (lbs,ft) <br />Geometry: <br />No. of Spans:1 Total Length (ft):6 Joist Spacing (in):16 <br />Span Data: <br />Span #Span Length (ft): <br />1 6 <br />Design: <br />Design Code:2021 IBC/AISI S100-16/S2-20/ASCE 7-16 Design Method:ASD <br />Special Considerations: <br />Web Holes (Standard Punchout):Considered Strength increase from Cold Work of Forming:Considered <br />Design for Web Crippling is Disabled <br />Bracing: <br />Top Flange Lateral Bracing (in):Full Top Flange Torsional Bracing (in):Full <br />Bottom Flange Lateral Bracing (in):60 Bottom Flange Torsional Bracing (in):60 <br />Kφ Distortional Buckling Rotational Stiffness (lbs-in./in.):50 <br />Deflection: <br />Live Load Deflection Limit: L/360 Total Load Deflection Limit: L/240 Absolute Deflection (in):1 <br />Span Loads (psf): <br />Span #Dead Live <br />1 13 65 <br />Member Loads: <br />Member Uniform Loads: <br />Member #Load Case Value (lbs/ft): <br />1 <br />Dead Load 17.333 <br />Live Load 86.667 <br />Load Combination Factors: <br />Dead Load Strength Factor:1 Dead Load Factor for Total Load Deflection:1 <br />Live Load Strength Factor:1 Live Load Factor for Total Load Deflection:1 <br />ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 1 / 3 <br />P1.17Floor Joists Design J1 <br />California <br />1700 E St Andrew <br />Pl10/8/2024