data:Design the steel reinforcement for flexure for the rectangular tapered beam to carry theloads shown in the figure below :D.L=Self weight, L.L= 20kN/m, use the followingeffective top cover = 75mm, side cover =40mm, width of the beam = 380mm, height of thebeam at fixed end-800mm,height of the beam at free end-250mm. use Ø25mm steel bars,f=22MPa, fy=414MPa.h=800mmb=380mmXh=250mmAb=380mmsection at free endL.L=20kN/m4mB

Live load, LL = 20 kN/mcover = 75 mmwidth, b = 380 mmHeight at the fixed end, hf = 800 mmHeight at…

Design the steel reinforcement for flexure for the rectangular tapered beam to carry the loads shown in the figure below :D.L=Self weight, L.L= 20kN/m, use the following data: 75mm, side cover=40mm, width of the beam = 380mm, height of the effective top cover = beam at fixed end-800mm,height of the beam at free end-250mm. use Ø25mm steel bars, f=22MPa, fy=414MPa. h=800mm b=380mmX h=250mm A b=380mm section at free end L.L=20kN/m 4m B #1

Design the steel reinforcement for flexure for the rectangular tapered beam to carry the loads shown in the figure below :D.L=Self weight, L.L= 20kN/m, use the following data: 75mm, side cover=40mm, width of the beam = 380mm, height of the effective top cover = beam at fixed end-800mm,height of the beam at free end-250mm. use Ø25mm steel bars, f=22MPa, fy=414MPa. h=800mm b=380mmX h=250mm A b=380mm section at free end L.L=20kN/m 4m B #1

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 5.13.1P

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Question

data:
Design the steel reinforcement for flexure for the rectangular tapered beam to carry the
loads shown in the figure below :D.L=Self weight, L.L= 20kN/m, use the following
effective top cover = 75mm, side cover =40mm, width of the beam = 380mm, height of the
beam at fixed end-800mm,height of the beam at free end-250mm. use Ø25mm steel bars,
f=22MPa, fy=414MPa.
h=800mm
b=380mmX
h=250mm
A
b=380mm
section at free end
L.L=20kN/m
4m
B

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