A W14 x 61 must support a concentrated service live load of 665 KN applied to the top flange. Assume that the load is at a distance of at least half the beam depth from the support and design a bearing plate. Use E= 345 MPa for the beam, Ex= 250 MPa for the plate and fe'= 21 MPa. Use LRFD
A W14 x 61 must support a concentrated service live load of 665 KN applied to the top flange. Assume that the load is at a distance of at least half the beam depth from the support and design a bearing plate. Use E= 345 MPa for the beam, Ex= 250 MPa for the plate and fe'= 21 MPa. Use LRFD
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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