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 9 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
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XX = 15

XXX = 715

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
9 mm
40 mm
65 mm
40 mm
UB 305 x 102 x 25 kg/m
EQA 80x80x8 – 145mm-
Transcribed Image Text: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 9 mm 40 mm 65 mm 40 mm UB 305 x 102 x 25 kg/m EQA 80x80x8 – 145mm-
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