9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry?
9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate load that the connections can carry. Using the design shear stress how much more torque can the connections carry?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:9. The gusset shown is riveted to the column flange by 7-20mm diameter rivet single shear. Determine
the stress in the most heavily loaded bolt. If the design shear stress is 400MPA, determine the ultimate
load that the connections can carry. Using the design shear stress how much more torque can the
connections carry?
140 kN
200 mm
175 mm
7- 20 mm
bolts
150 mm 150 mm 150 mm
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