A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the shear resistance, bearing resistance and tearing resistance of the connection on the secondary beam. The bolts are M16 class 5.8. The downward force of 1XX kN is acting on the joint. The secondary beam is UB 305 x 102 x 25 kg/m in S275 steel grade. If the joint is not satisfactorily, propose the possible modification | 44.5 mm 30 mm mm 40 mm 65 mm 40 mm UB 305 x 102 x 25 kg/m EQA 80x80x8 – 145mm-

A beam to beam joint in bolt connection of single side cleat type is shown in Figure 3. Verify the shear resistance, bearing resistance and tearing resistance of the connection on the secondary beam. The bolts are M16 class 5.8. The downward force of 1XX kN is acting on the joint. The secondary beam is UB 305 x 102 x 25 kg/m in S275 steel grade. If the joint is not satisfactorily, propose the possible modification | 44.5 mm 30 mm mm 40 mm 65 mm 40 mm UB 305 x 102 x 25 kg/m EQA 80x80x8 – 145mm-

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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