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The simply supported beam with following cross section is loaded with concentrated loads and uniform load as shown. Determine a) the maximum tensile and compressive bending stress if P= 150 kip and w = 10 kip/ft, and b) the allowable uniform load w if the allowable bending stress is 24 Ksi and P = 15w. 3.169 in and c 1.5 inch Draw the FBD and calculate the reaction forces and shear and bending moment diagram. Draw the stress profile. Determine the maximum bending moment and its location 0.25 in. 3 ft 3 ft 0.25 in. 3 in. 10 ft 0.25 in. 3 in.

The simply supported beam with following cross section is loaded with concentrated loads and uniform load as shown. Determine a) the maximum tensile and compressive bending stress if P= 150 kip and w = 10 kip/ft, and b) the allowable uniform load w if the allowable bending stress is 24 Ksi and P = 15w. 3.169 in and c 1.5 inch Draw the FBD and calculate the reaction forces and shear and bending moment diagram. Draw the stress profile. Determine the maximum bending moment and its location 0.25 in. 3 ft 3 ft 0.25 in. 3 in. 10 ft 0.25 in. 3 in.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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The simply supported beam with following cross section is loaded with concentrated loads and uniform load as shown. Determine a) the maximum tensile and compressive bending stress if P= 150 kip and w = 10 kip/ft, and b) the allowable uniform load w if the allowable bending stress is 24 Ksi and P = 15w. 3.169 in and c 1.5 inch Draw the FBD and calculate the reaction forces and shear and bending moment diagram. Draw the stress profile. Determine the maximum bending moment and its location 0.25 in. 3 ft 3 ft -0.25 in. 3 in. 10 ft 0.25 in. 3 in. -
Transcribed Image Text:The simply supported beam with following cross section is loaded with concentrated loads and uniform load as shown. Determine a) the maximum tensile and compressive bending stress if P= 150 kip and w = 10 kip/ft, and b) the allowable uniform load w if the allowable bending stress is 24 Ksi and P = 15w. 3.169 in and c 1.5 inch Draw the FBD and calculate the reaction forces and shear and bending moment diagram. Draw the stress profile. Determine the maximum bending moment and its location 0.25 in. 3 ft 3 ft -0.25 in. 3 in. 10 ft 0.25 in. 3 in. -
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