using LRFD, W14x159 column and PL450X450 base plate. The loads are PDL = 640 kN, PLL = 290 kN, MDL = 220 kN-m, MLL = 100 kN-m. Use A-50 steel and concrete fe' = 28 MPa. Determine the required base plate thickness. %3D %3D %3D

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.6.5P: Note For Problems 9.6-1 through 9.6-5, use the lower-bound moment of inertia for deflection of the...
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using LRFD, W14x159 column and
PL450×450 base plate. The loads are PDL =640 kN, PLL = 290 kN,
MDL = 220 kN-m, MLL = 100 kN-m. Use A-50 steel and concrete
fe' = 28 MPa. Determine the required base plate thickness.
Transcribed Image Text:M using LRFD, W14x159 column and PL450×450 base plate. The loads are PDL =640 kN, PLL = 290 kN, MDL = 220 kN-m, MLL = 100 kN-m. Use A-50 steel and concrete fe' = 28 MPa. Determine the required base plate thickness.
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