Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Compute for the total volume concrete needed for the concreting of columns, assume that the height of the column starting at NGL is 15.00 meters.

4 - 16mm 0 VERTICAL
REINFORCEMENT
3150 3000 3190
STEEL BAR WITH 10mm 0
TIES SPACED, 3 @ 50mm,
NGL
3@ 100mm REST @ 150mm
WF-1
C.
5-1
C1-F1
WF-1
5- 16mm TEMPERATURE
BARS O.C BOTHWAYS
(SPACE AS SHOWN)
C1-F1
WF-1
C1-F1
ΤHE
SITE
SECTION
600
250
5- 16mm TEMPERATURE
BARS O.C BOTHWAYS
(SPACE AS SHOWN)
WF-1 WE
1808
4- 16mm 0 VERTICAL
REINFORCEMENT
STEEL BAR WITH 10mm 0
TIES SPACED, 3 @ 50mm. 3@
100mm REST @ 150mm
C1-F1
C1-F1
C1-F1
C1-F1
C1-F1
C1-F1
WF-1
WE-1
WF-1
2050
3000
1200
3300
PLAN
2050
COLUMN-FOOTING DETAIL
S-2 SCALE
1:20
3
FENCE FOUNDATION PLAN
S-1 SCALE
1:100 MTS
3150
3000
WF-
3555
C1-F1
WF-1
WE-1
1-F
C1-F1
3780
NORTH
2352
ZWE-1
1773
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Transcribed Image Text:4 - 16mm 0 VERTICAL REINFORCEMENT 3150 3000 3190 STEEL BAR WITH 10mm 0 TIES SPACED, 3 @ 50mm, NGL 3@ 100mm REST @ 150mm WF-1 C. 5-1 C1-F1 WF-1 5- 16mm TEMPERATURE BARS O.C BOTHWAYS (SPACE AS SHOWN) C1-F1 WF-1 C1-F1 ΤHE SITE SECTION 600 250 5- 16mm TEMPERATURE BARS O.C BOTHWAYS (SPACE AS SHOWN) WF-1 WE 1808 4- 16mm 0 VERTICAL REINFORCEMENT STEEL BAR WITH 10mm 0 TIES SPACED, 3 @ 50mm. 3@ 100mm REST @ 150mm C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 C1-F1 WF-1 WE-1 WF-1 2050 3000 1200 3300 PLAN 2050 COLUMN-FOOTING DETAIL S-2 SCALE 1:20 3 FENCE FOUNDATION PLAN S-1 SCALE 1:100 MTS 3150 3000 WF- 3555 C1-F1 WF-1 WE-1 1-F C1-F1 3780 NORTH 2352 ZWE-1 1773
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