1- The maximum shear stress is times the average shear stress [For rectangular cross-sectional area of the beams]. A. 5/2 В. 3 С. 3/2 D. 2 2- The bending moment of a cantilever beam of length l' and carrying a uniformly distributed load of 'w' per unit length is at the fixed end. A. wl/4 В. wl/2 С. wl D. wl/2 3- For a simply supported beam of length L, when a concentrated load W is applied at the mid-span of the beam, the maximum deflection is A. 5WL/ 384EI B. WL'/384EI C. WL/ 348EI D. WL / 48EI

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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1- The maximum shear stress is
times the average shear stress [For rectangular
cross-sectional area of the beams].
A. 5/2
В. 3
С. 3/2
D. 2
2- The bending moment of a cantilever beam of length l' and carrying a uniformly
distributed load of 'w' per unit length is
at the fixed end.
A. wl/4
В. wl/2
С. wl
D. wl/2
3- For a simply supported beam of length L, when a concentrated load W is applied at the
mid-span of the beam, the maximum deflection is
A. 5WL/ 384EI
B. WL'/384EI
C. WL/ 348EI
D. WL / 48EI
Transcribed Image Text:1- The maximum shear stress is times the average shear stress [For rectangular cross-sectional area of the beams]. A. 5/2 В. 3 С. 3/2 D. 2 2- The bending moment of a cantilever beam of length l' and carrying a uniformly distributed load of 'w' per unit length is at the fixed end. A. wl/4 В. wl/2 С. wl D. wl/2 3- For a simply supported beam of length L, when a concentrated load W is applied at the mid-span of the beam, the maximum deflection is A. 5WL/ 384EI B. WL'/384EI C. WL/ 348EI D. WL / 48EI
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