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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 />Section: <br />6 (in) <br />1.625 (in) <br />0.0346 (in) <br />0.077 (in) <br />0.5 (in)Section:600S162-33 (33 ksi) <br />Member Layout:One Piece <br />Single Forces Check: <br />Span #Forces Actual Allowable Act./All.X/L <br />1 <br />Moment (Mx) (kips.in)5.616 10.343 0.543 * 0.5 <br />Shear (Vy) (kips)0.312 0.638 0.489 0 <br />* Forces are calculated for punched-out section <br />Serviceability Check: <br />Span #Deflection Actual Allowable Act./All. <br />1 Total Load Deflection (in):0.057 0.3 0.191 <br />Live Load Deflection (in):0.048 0.2 0.239 <br />Connection Data: <br />Connection at Joint 1 : None Status:Not Designed <br />Applied Service Loads:F1 (kips)F2 (kips)F3 (kips)M1 (kips.in) <br />Actual:0 0 0.312 0 <br />Allowable:N/A N/A N/A N/A <br />Linear Interaction Ratio:N/A <br />Connection at Joint 2 : None Status:Not Designed <br />Applied Service Loads:F1 (kips)F2 (kips)F3 (kips)M1 (kips.in) <br />Actual:0 0 0.312 0 <br />Allowable:N/A N/A N/A N/A <br />Linear Interaction Ratio:N/A <br />Factored Reactions: <br />Joint #Rx (kips)Ry (kips)Rm (kips.in) <br />1 0 0.312 0 <br />2 0 0.312 0 <br />Unfactored Reactions: <br />Joint #Load Case Rx (kips)Ry (kips)Rm (kips.in) <br />1 <br />Dead Load 0 0.052 0 <br />Live Load 0 0.26 0 <br />ASI SteelSmart® System 8.5 - Version 8.5.125.0 Page 2 / 3 <br />P1.18 <br />California <br />1700 E St Andrew <br />Pl10/8/2024