Conciete bass as shown in Jiq. Each 25mm. It Sress developedin Ec cnially with eight steel bar has 44 KN column fe in forced diametes o2 opplied load compute the is ナ each materi al. Es e 180 Ga. on = 12 Gpa. %3D 500mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Concrete
re in orced a
enially with eight steel
column
bars
as shown
in Fig. Each
bar has
diametes of
25 mm
It
opplied
load
4 KN, compute the
is
180 Gpa
and
3.
materi al. Es
Stress developed in
Ec = 12 Gpa.
each
500mm
%3D
500mm
in
Transcribed Image Text:Concrete re in orced a enially with eight steel column bars as shown in Fig. Each bar has diametes of 25 mm It opplied load 4 KN, compute the is 180 Gpa and 3. materi al. Es Stress developed in Ec = 12 Gpa. each 500mm %3D 500mm in
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