SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F F 150 mm mm. 50 mm 340 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SIMPLE STRESSES
340 mm
3. Two plates are connected
by bolts as shown in the
figure. Compute the
maximum force F that can
be applied to the plates. The
allowable axial stress of
each plate is 150 Mpa. The
allowable shear stress of
each bolt is 50 MPa. The
diameter of each bolt is 16
F
> F 150 mm
mm.
50 mm
340 mm
Transcribed Image Text:SIMPLE STRESSES 340 mm 3. Two plates are connected by bolts as shown in the figure. Compute the maximum force F that can be applied to the plates. The allowable axial stress of each plate is 150 Mpa. The allowable shear stress of each bolt is 50 MPa. The diameter of each bolt is 16 F > F 150 mm mm. 50 mm 340 mm
F
SIMPLE STRESSES
2. Based on Problem No. 1,
determine the shear stress in the
grain of the timber column.
3.00
40°
a
Transcribed Image Text:F SIMPLE STRESSES 2. Based on Problem No. 1, determine the shear stress in the grain of the timber column. 3.00 40° a
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