DETAIL D-4.pdf - Page 1 of 3 02:51:03 PM Vipin Job MEMBER TO MEMBER CONNECTIONS Connection MAINMEMB-45 CONNECTION MAINMEMB-45 Bracing Cleat Type 8 HSS

DETAIL D-4.pdf - Page 1 of 3 02:51:03 PM Vipin Job MEMBER...

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Vipin Job: MEMBER TO MEMBER CONNECTIONS -- Connection: MAINMEMB-45 Page 1 of 3 14/01/2020 02:51:03 PM LIMCON V3.63.1.11 C:\Users\Public\Documents\Limcon\MEMBER TO MEMBER CONNECTIONS LIMCON V3.63.1.11 {0} 14-JAN-20 14:50:57 Connection: MAINMEMB-45 Type: Bracing Cleat 8: HSS tee end bolted to gusset plate Country: UK Units: SI metric Design code: ANSI/AISC 360 (LRFD) Brace: Mark=BR Section=CHS141.3X21.77 Grade=S275 Angle= 45.00˚ D = 141 mm Area = 2773 Fy = 275 N/mm2 t = 6.6 mm Sx = 89289 Fu = 430 N/mm2 Zx = 119030 .EC3 section class . . . . . . . 1 .Section tension strength . . . . 686.3 kN A360-(D2-1) .Section compression strength . . 686.3 kN A360 E7 Tee stem: 120x150x12 Gr./Fy/Fu=S275/27/430N/mm2 Tee flange: 150x160x12 Gr./Fy/Fu=S275/27/430N/mm2 End of brace is prepared for full contact. Weld to brace 4 FW/440N/mm2 Weld to tee stem 4 FW/440N/mm2 Column/Chord: Section=CHS141.3X21.77 Grade=S275 D = 141 mm Area = 2773 Fy = 275 N/mm2 t = 6.6 mm Sx = 89289 Fu = 430 N/mm2 Zx = 119030 .EC3 section class . . . . . . . 1 .Section tension strength . . . . 686.3 kN A360-(D2-1) .Section compression strength . . 686.3 kN A360 E7 Cleat: 190x150x12 Gr./Fy/Fu=S275/27/430N/mm2 CONNECTION: MAINMEMB-45 - Bracing Cleat Type: 8: HSS tee end bolted to gusset plate Bracing member: BR CHS141.3X21.77 Gr.S275 Bolts: 4 x M12 8.8/N at 50 gauge 40 pitch Weld: 4 FW/440 to column - both sides Cleat: 150x12 x 190 at c/l Angle=45.00° Gr.S275 Weld: 4 FW/440 to brace, 4 FW/440 to tee flange Tee stem: 150x12 x 120 Gr.S275
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  • Fall '19
  • Force, Strength of materials, Weld, Shear strength, Physical compression

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