PROBLEM 04. Structure ABD shown is supported at pt. B by a 32-mm diameter rod and at pt. A by a 30mm diameter pin used in The rod is connected at pt. B and pt. C by 20mm diameter pins used in a double shear connection. single shear connections. Each of the pins has an ultimate shear strength of 320MN/m2. A concentrated load of P=45 kN acts as shown. Determine the following: c. the normal stress in rod BC d. the shearing stress in the pins at pt. A and B 5.0m 6.50 m 1.5pm 4.50m

PROBLEM 04. Structure ABD shown is supported at pt. B by a 32-mm diameter rod and at pt. A by a 30mm diameter pin used in The rod is connected at pt. B and pt. C by 20mm diameter pins used in a double shear connection. single shear connections. Each of the pins has an ultimate shear strength of 320MN/m2. A concentrated load of P=45 kN acts as shown. Determine the following: c. the normal stress in rod BC d. the shearing stress in the pins at pt. A and B 5.0m 6.50 m 1.5pm 4.50m

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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a) In the system in the figure, since the yield stress of the AB bar is ak= 450 N/mm2 and the safety factor is S=3 , find the cross-sectional area of the AB bar A AB = ? b) Find the pin diameter at Fd and D for Tak=300N/mm 2 and S=3 c) Since em =200 N/mm2 at the D connection, find the thickness (a=18,5),( ak=yield stress), (em=factor of safety)
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