CVE-312_Ch05_Beams_Ex1_Solution

CVE-312_Ch05_Beams_Ex1_Solution - = 50 ksi Example 1 CVE312...

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1 CVE312: Structural Steel Design: Beams Mohammad AlHamaydeh, Ph.D., P.E. American University of Sharjah, UAE Example 1 Determine M y , M n , and Z for the steel tee beam shown in the figure. Also, calculate the shape factor and the nominal load ( w n ) that can be placed on the CVE312 Dr. Mohammad AlHamaydeh beam for a 12-ft simple span. F y
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Unformatted text preview: = 50 ksi. Example 1 CVE312 Dr. Mohammad AlHamaydeh Main References “Steel Design,” William T. Segui, 4 th Edition. “Structural Steel Design,” Jack C. McCormac, 4 th Edition. CVE312 Dr. Mohammad AlHamaydeh Taha, M. R., Structural Steel Design: Lecture Notes, 2007, University of New Mexico, USA....
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This note was uploaded on 01/24/2012 for the course ECON 101 taught by Professor Dezhbakhsh during the Spring '07 term at Emory.

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