- (A) 8 kN.m
- (B) 15 kN.m
- (C) 30 kN.m
- (D) 60 kN.m
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- (A) is increased
- (B) is decreased
- (C) remains unchanged
- (D) becomes zero
- (A) change from compression to tension
- (B) change from tension to compression
- (C) always be compression
- (D) always be tension
- (A) 0.211 L
- (B) 0.25 L
- (C) 0.234 L
- (D) 0.5 L
- (A) 0.16 Wl
- (B) 0.20 Wl
- (C) 0.24 Wl
- (D) 0.25 Wl
- (A) 2/EI
- (B) 1/EI
- (C) 1/2 EI
- (D) 1/4 EI
- (A) 1.25%
- (B) 2.5%
- (C) 5.0%
- (D) 7.5%
- (A) d is the distance between flange angles or the clear distance between flanges
- (B) vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d
- (C) for horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange
- (D) all the above
- (A) stiffness
- (B) flexibility
- (C) influence coefficient
- (D) unit strain
- (A) deflections are linear functions of applied forces
- (B) material obeys Hooke’s law
- (C) the action of applied forces will be affected by small deformations of the structure
- (D) none of the above
