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6-60. The beam is subjected to a moment of 15 kip ft. etermine the resultant force the bending stress produces n the top flange A and bottom flange B. Also compute the aximum bending stress developed in the beam. -61. The beam is subjected to a moment of 15 kip - ft. etermine the percentage of this moment that is resisted by ne web D of the beam. 1 in. 5 in. 8 in. M = 15 kip-ft 1 in. 1 in. D. 3 in. B

6-60. The beam is subjected to a moment of 15 kip ft. etermine the resultant force the bending stress produces n the top flange A and bottom flange B. Also compute the aximum bending stress developed in the beam. -61. The beam is subjected to a moment of 15 kip - ft. etermine the percentage of this moment that is resisted by ne web D of the beam. 1 in. 5 in. 8 in. M = 15 kip-ft 1 in. 1 in. D. 3 in. B

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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The beam is subjected to a moment of 15 kip * ft. Determine the resultant force the bending stress produces on the top flange A and bottom flange B . Also compute the maximum bending stress developed in the beam. . The beam is subjected to a moment of 15 kip * ft. Determine the percentage of this moment that is resisted by the web D of the beam.
*6-60. The beam is subjected to a moment of 15 kip - ft. Determine the resultant force the bending stress produces on the top flange A and bottom flange B. Also compute the maximum bending stress developed in the beam. 6-61. The beam is subjected to a moment of 15 kip · ft. Determine the percentage of this moment that is resisted by the web D of the beam. 1 in. 5 in. 8 in. A M = 15 kip-ft 1 in. 1 in. D. 3 in.
Transcribed Image Text:*6-60. The beam is subjected to a moment of 15 kip - ft. Determine the resultant force the bending stress produces on the top flange A and bottom flange B. Also compute the maximum bending stress developed in the beam. 6-61. The beam is subjected to a moment of 15 kip · ft. Determine the percentage of this moment that is resisted by the web D of the beam. 1 in. 5 in. 8 in. A M = 15 kip-ft 1 in. 1 in. D. 3 in.
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