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In the steel structure shown, a 6-mm- diameter pin is used at C and 10-mm- diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at al connections, and the ultimate normal stress is 400 MPa in link BD (18 mm width and 6 mm thickness) with length of 150 mm. Assume E of the link BD is 200 GPa. P = 2 kN Determine Angle of Rotation of the rigid bar ABC in degrees (3 decimals).

In the steel structure shown, a 6-mm- diameter pin is used at C and 10-mm- diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at al connections, and the ultimate normal stress is 400 MPa in link BD (18 mm width and 6 mm thickness) with length of 150 mm. Assume E of the link BD is 200 GPa. P = 2 kN Determine Angle of Rotation of the rigid bar ABC in degrees (3 decimals).

Structural Analysis
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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In the steel structure shown, a 6-mm- diameter pin is used at C and 10-mm- diameter pins are used at Band D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD (18 mm width and 6 mm thickness) with length of 150 mm. Assume E of the link BD is 200 GPa. P = 2 kN Determine Angle of Rotation of the rigid bar ABC in degrees (3 decimals).
Transcribed Image Text:In the steel structure shown, a 6-mm- diameter pin is used at C and 10-mm- diameter pins are used at Band D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD (18 mm width and 6 mm thickness) with length of 150 mm. Assume E of the link BD is 200 GPa. P = 2 kN Determine Angle of Rotation of the rigid bar ABC in degrees (3 decimals).
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