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.7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the flange of a steel column ISHB 400 @ 82.2 kg/m. Design a suitable beam-column shop welded connection. Solution For ISMB 450 @ 72.4 kg/m, For ISHB 400 @ 82.2 kg/m, bf = 150 mm; t= 17.4 mm; tw= 9.4 mm; h2= 35.4 mm. bf = 250 mm; t= 12.7 mm ; tw= 10.6 mm

.7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the flange of a steel column ISHB 400 @ 82.2 kg/m. Design a suitable beam-column shop welded connection. Solution For ISMB 450 @ 72.4 kg/m, For ISHB 400 @ 82.2 kg/m, bf = 150 mm; t= 17.4 mm; tw= 9.4 mm; h2= 35.4 mm. bf = 250 mm; t= 12.7 mm ; tw= 10.6 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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5.7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the flange of a steel column ISHB 400 @ 82.2 kg/m. Design a suitable beam-column shop welded connection. Solution For ISMB 450 @ 72.4 kg/m, For ISHB 400 @ 82.2 kg/m, bf = 150 mm; t= 17.4 mm; tw= 9.4 mm; h2= 35.4 mm. bf = 250 mm ; tf = 12.7 mm ; tw= 10.6 mm
Transcribed Image Text:5.7. A beam ISMB 450 @ 72.4 kg/m transmits a shear of 150 kN and a moment of 130 kN-m to the flange of a steel column ISHB 400 @ 82.2 kg/m. Design a suitable beam-column shop welded connection. Solution For ISMB 450 @ 72.4 kg/m, For ISHB 400 @ 82.2 kg/m, bf = 150 mm; t= 17.4 mm; tw= 9.4 mm; h2= 35.4 mm. bf = 250 mm ; tf = 12.7 mm ; tw= 10.6 mm
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