1/ For the plan and section of the wall shown below. Calculate quantities for each of the following construction works: 1- Excavation works for foundation. 2- All concrete works from foundation to the roof, take in consideration that there is a continuous tie beam. 3- Brick works (under & above the D.P.C level up to the parapet wall). Parapet Wall 0.60 ooy Concrete tiles (0.9 x 0.9) m - 0.10 Isolated earth- 2 layers of asphalt and isolation- 0-15 The slab reinforced concrete (1:2:4) 4.00 0.15 Continuous tie Beam (1:2:4) 9.10 Earth filling- 0.08 Broken bricks- D.P.C. 0.10 0.16 G.L. 0-16 - 0:08 0.08. 0.20 0.08 9.60 0.05. The floor concrete (1:2:4) Mosaic Tiles 0.03 (0.25 x 0.25)m .48 Section

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1/ For the plan and section of the wall shown below. Calculate quantities for each of the following
construction works:
1- Excavation works for foundation.
2- All concrete works from foundation to the roof, take in consideration that there is a
continuous tie beam.
3- Brick works (under & above the D.P.C level up to the parapet wall).
Parapet
Wall
0.60
oo Concrete tiles (0.9 x 0.9) m -
0.10 Isolated earth-
2 layers of asphalt and isolation-
0-15 The slab reinforced
concrete (1:2:4)
4.00
0.15
Continuous tie Beam
(1:2:4)
0.10
Earth filling-
0.08
Broken bricks-
0.05
The floor concrete (1:2:4)
0.03
Mosaic Tiles
(0.25 x 0.25)m
0.10
0.16
G.L.
0-16
10:08
0.08.
0.20
0.08
r=2.00
9.60
Wz
5.50.
Plan
Section
Width (m)
Height (m)
D
1
2
W1
2
1.5
W2
1.5
1.5
Transcribed Image Text:1/ For the plan and section of the wall shown below. Calculate quantities for each of the following construction works: 1- Excavation works for foundation. 2- All concrete works from foundation to the roof, take in consideration that there is a continuous tie beam. 3- Brick works (under & above the D.P.C level up to the parapet wall). Parapet Wall 0.60 oo Concrete tiles (0.9 x 0.9) m - 0.10 Isolated earth- 2 layers of asphalt and isolation- 0-15 The slab reinforced concrete (1:2:4) 4.00 0.15 Continuous tie Beam (1:2:4) 0.10 Earth filling- 0.08 Broken bricks- 0.05 The floor concrete (1:2:4) 0.03 Mosaic Tiles (0.25 x 0.25)m 0.10 0.16 G.L. 0-16 10:08 0.08. 0.20 0.08 r=2.00 9.60 Wz 5.50. Plan Section Width (m) Height (m) D 1 2 W1 2 1.5 W2 1.5 1.5
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