Q2) Design He column shown below for longitudinal steel and lateral ties. Draw the plan sectional elevation, showing the reinforcement details. 2 fck = 30 N/mm² 300 mm Ned=1150 kN X fyk = 500 N/mm² 1. = 2.2m 450 mm d' = Somm Mz = 185 kNm +

Q2) Design He column shown below for longitudinal steel and lateral ties. Draw the plan sectional elevation, showing the reinforcement details. 2 fck = 30 N/mm² 300 mm Ned=1150 kN X fyk = 500 N/mm² 1. = 2.2m 450 mm d' = Somm Mz = 185 kNm +

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Q2) Design He column shown below for longitudinal steel and
lateral ties.
Draw the plan sectional elevation, showing the reinforcement details.
2
fck=30 N/mm²
300 mm
Ned=1150 kN
X
fyk = 500 N/mm²
-
X
450 mm/
1. = 2.2m
d' = Somm
Mz = 185 kNm
t

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