PROBLEM 05 In the steel structure shown, a 6mm diameter pin is used at C and 10mm diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Note that link BD is not reinforced around the pin holes. a. Determine the largest load P that can be applied at A maximizing the shearing capacity of the pin at C. b. Determine the largest load P that can be applied at A maximizing the shearing capacity of the pins at B and D. c. Determine the largest load P that can be applied at A maximizing the axial capacity of link BD. Front view 18 mm Side view Y mm- 120 mm Top view

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given:
X = 11
Y = 700

PROBLEM 05
In the steel structure shown, a 6mm diameter pin is used at C and 10mm diameter pins are used at B and
D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa
in link BD. Note that link BD is not reinforced around the pin holes.
a. Determine the largest load P that can be applied at A maximizing the shearing capacity of
the pin at C.
b. Determine the largest load P that can be applied at A maximizing the shearing capacity of
the pins at B and D.
c. Determine the largest load P that can be applied at A maximizing the axial capacity of link
BD.
Front view
18 mm
mm
B
Y m
-120 mm
Side view
A
Top view
Transcribed Image Text:PROBLEM 05 In the steel structure shown, a 6mm diameter pin is used at C and 10mm diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Note that link BD is not reinforced around the pin holes. a. Determine the largest load P that can be applied at A maximizing the shearing capacity of the pin at C. b. Determine the largest load P that can be applied at A maximizing the shearing capacity of the pins at B and D. c. Determine the largest load P that can be applied at A maximizing the axial capacity of link BD. Front view 18 mm mm B Y m -120 mm Side view A Top view
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