Two steel plates, each (4 in. wide and 0.25 in. thick), reinforce a wood beam that is (3 in. wide and 8 in. deep). as shown in Figure. Determine the Moment of inertia of transformed section to Wood about the z axis. Assume Ewood = 2,000 ksi and *.Esteel = 30,000 ksi, The modular ratio n = 15 y 4 in. 8 in. 0.25 in. thick 3 in. 158 in4 O 180 in4 O 168 in4 O 198 in4 O

Two steel plates, each (4 in. wide and 0.25 in. thick), reinforce a wood beam that is (3 in. wide and 8 in. deep). as shown in Figure. Determine the Moment of inertia of transformed section to Wood about the z axis. Assume Ewood = 2,000 ksi and *.Esteel = 30,000 ksi, The modular ratio n = 15 y 4 in. 8 in. 0.25 in. thick 3 in. 158 in4 O 180 in4 O 168 in4 O 198 in4 O

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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