PROBLEM 3 340 mm The plates are connected by 9-20 mm bolts. Force F = 50 KN are applied at both plates in opposite directions as shown in Figure 3. Compute the following: A. Axial stress of each plate. F 150 mm 中 F B. Shear stress of each bolt. Assume that each bolt resists the applied force equally. 50 mm 340 mm Figure 3: Bolted Plates

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 3
340 mm
The plates are connected by
9-20 mm bolts. Force F = 5Ở
KN are applied at both plates
in opposite directions as
shown in Figure 3. Compute
the following:
A. Axial stress of each plate.
B. Shear stress of each bolt.
Assume that each bolt
resists the applied force
equally.
%3D
+F 150 mm
中
F
50 mm
340 mm
Figure 3: Bolted Plates
Transcribed Image Text:PROBLEM 3 340 mm The plates are connected by 9-20 mm bolts. Force F = 5Ở KN are applied at both plates in opposite directions as shown in Figure 3. Compute the following: A. Axial stress of each plate. B. Shear stress of each bolt. Assume that each bolt resists the applied force equally. %3D +F 150 mm 中 F 50 mm 340 mm Figure 3: Bolted Plates
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