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From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad

From figure 07 for questions 7A and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad

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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Use double integration method
From figure 07 for questions ZA and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad
Transcribed Image Text:From figure 07 for questions ZA and 7B, is a cantilever beam with variable moment of inertia, and E = 39000ksi. 7A. The slope at the free end is approximately equal to 25K 15ft 15ft 3000in 6000in Figure 07 for Questions 7A and 7B 0.012rad 0.024rad 0.0087rad 0.0078rad
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