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
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Transcribed Image Text: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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