Using W16X50 as the section for the 8-m long beam shown,determine the value (kN/m) of the nominal collapseload wn. Fy=345MPa. Assume full lateral support.
Note: Neglect the self-weight of the beam.
Using W16X50 as the section for the 8-m long beam shown, determine the value (kN/m) of the nominal collapse load wn. Fy = 345 MPa. Assume full lateral support. Note: Neglect the self-weight of the beam. Wn Y L
Using W16X50 as the section for the 8-m long beam shown, determine the value (kN/m) of the nominal collapse load wn. Fy=
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