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(Solved): go in details please, hand anwer will be appreciated 5) The figure below shows a simple beam subject ...
go in details please, hand anwer will be appreciated
5) The figure below shows a simple beam subjected to a uniformly distributed load w The beam is a W14x500 shape. (b 77 W 10ft a) Determine the design load w (distributed load) that the beam must support for LRFD. To determine the load w, consider that the load w is composed of: 1. Floor dead load = 0.5kip/ft 2. Live floor load = 0.5kip/ft 3. Self-weight of the W14x500 CRED B) Considering the design load in LRFD found in part (a) of this problem 1) Determine reactions at both ends 2) Maximum moment in the beam 3) Maximum shear force in the beam 4) Calculate the maximum elastic moment the W14x500 section can take (with respect to X axis) Consider the beam is made of grade 50 steel (Fy=50ksi, Fu=65ksi)
5) The figure below shows a simple beam subjected to a uniformily distributed load w. a) Determine the design load w (distributed load) that the bearn must support for LRFD. To determine the load w, consider that the load w is composed of: 1. Floor dead load =0.5kip/ft 2. tive floor load 0.5kip/ft. 3. Self weight of the W14 4500 B) Considering the design load in LRFD found in part (a) of this problem 1) Determine reactions at both ends 2) Maximum moment in the beam 3) Maximum shear force in the beam 4) Calculate the maximum elastic moment the W14×500 section can take (with respect to X axis) Consider the beam is made of grade 50 steel( Fy=50ksi,Fu=65ksi )