SITUATION 5-Shown is a bolted connection with an eccentric loading. 14. Compute the torsional load (kN) at the critical bolt. A. 17.61 B. 28.42 15. Compute the total load (kN) at the critical bolt. A. 38.48 B. 48.86 70 mm 200 mm 140 mm 70 mm 13. Compute the load (kN) at critical bolt due to P only acting at the centroid of the bolt group. A. 5 C. 12 D. 16 B. 10 C. 38.86 D. 22.48 40 kN C. 22.61 D. 40.42 40 A 10 kN

SITUATION 5-Shown is a bolted connection with an eccentric loading. 14. Compute the torsional load (kN) at the critical bolt. A. 17.61 B. 28.42 15. Compute the total load (kN) at the critical bolt. A. 38.48 B. 48.86 70 mm 200 mm 140 mm 70 mm 13. Compute the load (kN) at critical bolt due to P only acting at the centroid of the bolt group. A. 5 C. 12 D. 16 B. 10 C. 38.86 D. 22.48 40 kN C. 22.61 D. 40.42 40 A 10 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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