Prob. 6.2-4. A couple M, acts on the end of a slender cantile- ver beam to bend it into the arc of a circle of radius p, as shown in Fig. P6.2-4. If the depth of the beam is h = 2c = 2 in., the length of the beam is L= 10 ft, and the extensional strain in the bottom fibers is e(y = -1 in.) = 6(10-¹) in./in.. (a) determine the radius of curvature p, and (b) determine the tip deflection max- P Mo Smax L₁

Prob. 6.2-4. A couple M, acts on the end of a slender cantile- ver beam to bend it into the arc of a circle of radius p, as shown in Fig. P6.2-4. If the depth of the beam is h = 2c = 2 in., the length of the beam is L= 10 ft, and the extensional strain in the bottom fibers is e(y = -1 in.) = 6(10-¹) in./in.. (a) determine the radius of curvature p, and (b) determine the tip deflection max- P Mo Smax L₁

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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