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Design of Steel Structures - Interview Questions and Answers

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106. Other conditions being same, the load factor in indeterminate structures is
A. equal to load factor in determinate structures
B. more than the load factor in determinate structures
C. less than the load factor in determinate structures
D. unpredictable
Explanation:
107. The moment-curvature relation at a plastic hinge is
A. linear
B. parabolic
C. constant moment for all curvatures
D. constant curvature for all moments
Explanation:
108. The sway bracing is designed to transfer
A. 2Vi % of the top panel wind load to bottom bracing
B. 10% of the top panel wind load to bottom bracing
C. 25% of the top panel wind load to bottom bracing
D. 50% of the top panel wind load to bottom bracing
Explanation:
109. Lug angles
A. are used to reduce the length of connection.
B. are unequal angles.
C. increases shear lag.
D. all the above
Explanation:
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