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2.50) A 12 m simply supported beam with 30 kN load @ the center, if EI = 6000kN * m ^ 2 what is the maximum deflection? A. 150 mm C. 170 mm B. 160 mm D. 180 mm 2.51) A 2 in by 4 in rectangular bar is subjected to a bending load of 10 kN·m, find moment of inertia of the bar. A. 9.67 in C. 12.33i * n ^ 4

2.50) A 12 m simply supported beam with 30 kN load @ the center, if EI = 6000kN * m ^ 2 what is the maximum deflection? A. 150 mm C. 170 mm B. 160 mm D. 180 mm 2.51) A 2 in by 4 in rectangular bar is subjected to a bending load of 10 kN·m, find moment of inertia of the bar. A. 9.67 in C. 12.33i * n ^ 4

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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2.50) A 12 m simply supported beam with 30 kN load @ the center, if EI = 6000kN * m ^ 2 what is the

maximum deflection?

A. 150 mm

C. 170 mm

B. 160 mm

D. 180 mm

2.51) A 2 in by 4 in rectangular bar is subjected to a bending load of 10 kN·m, find moment of inertia

of the bar.

A. 9.67 in

C. 12.33i * n ^ 4

B. 10.67 in

D. 14.33i * n ^ 4

A 10 m simply supported beam with 25 KN load is 3 m from the left end, what is the maximum

2.52)

slope at the left end (EI = 8000kN * m ^ 2) ^ prime C. 0.0765 rad D. 0.1823 rad

 

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