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 O 0.012rad 0.024rad 0.0087rad O 0.0078rad 7B. The deflection at the free end is approximately equal to * O 2.51 inches O 1.52 inches 1.78 inches 1.87 inches

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 O 0.012rad 0.024rad 0.0087rad O 0.0078rad 7B. The deflection at the free end is approximately equal to * O 2.51 inches O 1.52 inches 1.78 inches 1.87 inches

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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