From the given truss shown, compute theforce at section CK. Given the allowableshear stress of 70 Mpa and the allowablebearing stress of 150 Mpa.4m | 4m | 4 m 4 m | 4 m | 4 mKM6 mH60°GPF.60°30°30°6 m25 kN25 kN6 m6 mB6 mU5.4 mFigure 114 mmgussetplate75 x 75 x 13 mmPF75 x 75 x 6 mm1. Computehowmany8 mm-required tothe gussetdiameter rivetsarefasten memberFJtoplate.

Answered: Image /qna-images/answer/c15fd3bd-43fe-47ee-9805-caf2cc95abbc.jpg

From the given truss shown, compute the force at section CK. Given the allowable shear stress of 70 Mpa and the allowable bearing stress of 150 Mpa. 4m 4m 4m 4m | 4 m | 4 m K 6 m H 60°. G. F ENO P 60 30 30° 6 m R 25 kN 25 kN 6 m 6 m B T 6 m 5.4 m

From the given truss shown, compute the force at section CK. Given the allowable shear stress of 70 Mpa and the allowable bearing stress of 150 Mpa. 4m 4m 4m 4m | 4 m | 4 m K 6 m H 60°. G. F ENO P 60 30 30° 6 m R 25 kN 25 kN 6 m 6 m B T 6 m 5.4 m

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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Planar Stresses

Question

From the given truss shown, compute the
force at section CK. Given the allowable
shear stress of 70 Mpa and the allowable
bearing stress of 150 Mpa.
4m | 4m | 4 m 4 m | 4 m | 4 m
K
M
6 m
H
60°
G
P
F.
60°
30°
30°
6 m
25 kN
25 kN
6 m
6 m
B
6 m
U
5.4 m
Figure 1
14 mm
gusset
plate
75 x 75 x 13 mm
PF
75 x 75 x 6 mm
1. Compute
how
many
8 mm-
required to
the gusset
diameter rivets
are
fasten member
FJ
to
plate.

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