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Problem (8.1): A wide-flange beam (W12 * 35) supports a uniform load on a simple span of length L=14 ft as shown in Figure (8.21). Calculate the maximum deflection Smax at the midpoint and the angles of rotation 0 at the supports if q= 1.8 k/ft and E = 30 x106 psi. 9 II Figure (8.21) 207 O

Problem (8.1): A wide-flange beam (W12 * 35) supports a uniform load on a simple span of length L=14 ft as shown in Figure (8.21). Calculate the maximum deflection Smax at the midpoint and the angles of rotation 0 at the supports if q= 1.8 k/ft and E = 30 x106 psi. 9 II Figure (8.21) 207 O

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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Problem (8.1): A wide-flange beam (W12 * 35) supports a uniform load on a simple span of length L=14 ft as shown in Figure (8.21). Calculate the maximum deflection Smax at the midpoint and the angles of rotation 0 at the supports if q= 1.8 k/ft and E = 30 x106 psi. 9 II Figure (8.21) 207 O 11
Transcribed Image Text:Problem (8.1): A wide-flange beam (W12 * 35) supports a uniform load on a simple span of length L=14 ft as shown in Figure (8.21). Calculate the maximum deflection Smax at the midpoint and the angles of rotation 0 at the supports if q= 1.8 k/ft and E = 30 x106 psi. 9 II Figure (8.21) 207 O 11
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