For the beam(350x600mm) to carried the loads shown in the figure below,design the usefc'=28MPa,fy-414MPa,d-550mm&d'=50mm. steel reinforcement for bending moment, Use Ø32mm steel bars. - Pu-250kN Pu=250kN Wu-25kN/m(include self weight) -2.0m-3.0m-2.0m
For the beam(350x600mm) to carried the loads shown in the figure below,design the usefc'=28MPa,fy-414MPa,d-550mm&d'=50mm. steel reinforcement for bending moment, Use Ø32mm steel bars. - Pu-250kN Pu=250kN Wu-25kN/m(include self weight) -2.0m-3.0m-2.0m
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.5.15P
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