Design the steel reinforcement for short column(400x600mm) under the load Pu-1500KNMu-600kN.m, use d-500mm& d'=60mm f'c-28MPa, fy -414MPause Ø25mm steelbars.2ne structural shown below,design the steel reinforcement for the beam(B1)for bendingmoment, the slab carry live load is 8kPa &the dead load(not include self weight)is SkPa.fe-28MPa, fy -414MPa ,all columns(400x700mm)&all beams (350x700mm), sketchlongitudinal section and draw all details for the steel reinforcement,use effective cover 75mmfor top&bottom,use Ø25mm steel bars.-8.25m-8.25m1500mm200mmT*3.0mfaolSolve Part 1700mm

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Design the steel reinforcement for short column(400x600mm) under the load Pu=1500KN use d-500mm& d'=60mm f'c-28MPa, fy -414MPause Ø25mm steel Mu-600kN.m, bars.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Design the steel reinforcement for short column(400x600mm) under the load Pu-1500KN
Mu-600kN.m, use d-500mm& d'=60mm f'c-28MPa, fy -414MPause Ø25mm steel
bars.
2
ne structural shown below,design the steel reinforcement for the beam(B1)for bending
moment, the slab carry live load is 8kPa &the dead load(not include self weight)is SkPa.
fe-28MPa, fy -414MPa ,all columns(400x700mm)&all beams (350x700mm), sketch
longitudinal section and draw all details for the steel reinforcement,use effective cover 75mm
for top&bottom,use Ø25mm steel bars.
-8.25m
-8.25m
1500mm
200mm
T*
3.0m
faol
Solve Part 1
700mm

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