hw13_sol

hw13_sol - 5?) 4'00, Spngang 4.1 and 4.2 Knowing termine...

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Unformatted text preview: 5?) 4'00, Spngang 4.1 and 4.2 Knowing termine the stress at (a) po'm that the couple shown acts in a ve t A, (b) point B. rtical plane, de. and opposite couples of magnitude M = 25 kN ' m are shaped beam AB. Observing that the couples cause the ntal plane, determine the stress at (a) point C, ([7) point 4.10 Two equal applied to the channel- beam to bend in a horizo "D, (0) point E. WWWW WW. ,. (9 S 120K363 ‘ 60%.!) i I “' § 4.15 Knowing that for the casting shown the allowable Stress is 6 ksi 'i‘“ “’ tension and 15 ksi in compression, determine the largest couple M that can b applied. , 511;“ ll]. 05 in. 3 in. s: 5% l5” ...
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This note was uploaded on 02/23/2012 for the course CE 3400 taught by Professor Moorthy during the Spring '09 term at LSU.

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hw13_sol - 5?) 4'00, Spngang 4.1 and 4.2 Knowing termine...

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