A W610×153 is used as a beam that is simply supported at it ends.Using 2015 NSCP rts=61mm. Use Fy=248Mpa. The beam is laterally supported at support only. a. Determine the Ma and Mu for a lenght of 2m (ASD &) b. Determine the Ma and Mu for a length of 4m(ASD &LRFD) c. Determine the Ma & Mu for a length of 9m (ASC & LRFD) Ma is allowable moment due to unfactored load. Mu is ultimate moment due to factored loads.
A W610×153 is used as a beam that is simply supported at it ends.Using 2015 NSCP rts=61mm. Use Fy=248Mpa. The beam is laterally supported at support only. a. Determine the Ma and Mu for a lenght of 2m (ASD &) b. Determine the Ma and Mu for a length of 4m(ASD &LRFD) c. Determine the Ma & Mu for a length of 9m (ASC & LRFD) Ma is allowable moment due to unfactored load. Mu is ultimate moment due to factored loads.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W610×153 is used as a beam that is simply supported at it ends.Using 2015 NSCP rts=61mm. Use Fy=248Mpa. The beam is laterally supported at support only.
a. Determine the Ma and Mu for a lenght of 2m (ASD &)
b. Determine the Ma and Mu for a length of 4m(ASD &LRFD)
c. Determine the Ma & Mu for a length of 9m (ASC & LRFD)
Ma is allowable moment due to unfactored load.
Mu is ultimate moment due to factored loads.
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