Activities/Assessment: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 VERTICALREINFORCEMENT3150 3000 3190STEEL BAR WITH 10mm 0TIES SPACED, 3 @ 50mm,NGL3@ 100mm REST @ 150mmWF-1C.5-1C1-F1WF-15- 16mm TEMPERATUREBARS O.C BOTHWAYS(SPACE AS SHOWN)C1-F1WF-1C1-F1ΤHESITESECTION6002505- 16mm TEMPERATUREBARS O.C BOTHWAYS(SPACE AS SHOWN)WF-1 WE18084- 16mm 0 VERTICALREINFORCEMENTSTEEL BAR WITH 10mm 0TIES SPACED, 3 @ 50mm. 3@100mm REST @ 150mmC1-F1C1-F1C1-F1C1-F1C1-F1C1-F1WF-1WE-1WF-12050300012003300PLAN2050COLUMN-FOOTING DETAILS-2 SCALE1:203FENCE FOUNDATION PLANS-1 SCALE1:100 MTS31503000WF-3555C1-F1WF-1WE-11-FC1-F13780NORTH2352ZWE-11773

Given:- Size of column = 0.3m * 0.3m To find:- Total volume of concrete for columns

Answered: ompute for the total volume concrete…

ompute 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.

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

Types of Concrete

Concrete is the fundamental material used in civil engineering such as building materials for building structures. Concrete is an aggregate mixture of cement, sand, and fine and coarse rock pieces. The cement acts as a binding material that holds the compositions together, sets, and hardens with time. Apart from cement, there are other different types of binding materials used, such as lime concrete, bitumen, asphalt, and so on.

Question

Activities/Assessment:
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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