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

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.14.1P
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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, E= 250 MPa for the plate and fe'= 21 MPa.
Use LRFD
Transcribed Image Text: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, E= 250 MPa for the plate and fe'= 21 MPa. Use LRFD
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