Q. 5 Determine the deflections at B and C for the beam shown in Fig. 5 using the moment-area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I =31500 in.4.1.5 k/ft30 k↓↓↓↓Fig. 5ABC6 ft 4 ft ---5 ft-

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Answered: Q. 5 Determine the deflections at B and…

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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Use the moment-area method to determine the slope and deflection at point B of the beam.
Q. Determine the slope at the supports of the beam shown in Fig. I using the double integration method. Also, determine the maximum deflection. El is constant. E = 29,000 ksi and I = 3,500 in.4. 2 k/ft ↓ ↓ ↓ ↓ ↓ Fig. 1 A C B -15 ft- -6 ft-
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Q. 5 Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft 30 k ↓↓↓↓ Fig. 5 A B C 6 ft 4 ft -- -5 ft-