Consider the beam as shown in the figure. The maximum shear is found to be 1.5P Ibs. The moment of inertia is 410.7 in*. The working bending stress is 1000 psi. 2P 8 in 8 in lin. . Determine the first moment of area for the outer rectangle. а. 36 in3 b. 24 in3 64 in3 d. 52 in3 С. L· Determine the largest P that can be applied if the working shear stress is 100 psi . 855 lb 1054 lb c. 1369 lb d. 1521 Ib a. b. Calculate the largest P based on flexure if the maximum moment is found to be 60P. 855 lb 1054 lb 1369 lb d. 1521 Ib а. С. b.

Consider the beam as shown in the figure. The maximum shear is found to be 1.5P Ibs. The moment of inertia is 410.7 in*. The working bending stress is 1000 psi. 2P 8 in 8 in lin. . Determine the first moment of area for the outer rectangle. а. 36 in3 b. 24 in3 64 in3 d. 52 in3 С. L· Determine the largest P that can be applied if the working shear stress is 100 psi . 855 lb 1054 lb c. 1369 lb d. 1521 Ib a. b. Calculate the largest P based on flexure if the maximum moment is found to be 60P. 855 lb 1054 lb 1369 lb d. 1521 Ib а. С. b.

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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