1/ For the plan and section of the wall shown below. Calculate quantities for each of the followingconstruction works:1- Excavation works for foundation.2- All concrete works from foundation to the roof, take in consideration that there is acontinuous tie beam.3- Brick works (under & above the D.P.C level up to the parapet wall).ParapetWall0.60oo Concrete tiles (0.9 x 0.9) m -0.10 Isolated earth-2 layers of asphalt and isolation-0-15 The slab reinforcedconcrete (1:2:4)4.000.15Continuous tie Beam(1:2:4)0.10Earth filling-0.08Broken bricks-0.05The floor concrete (1:2:4)0.03Mosaic Tiles(0.25 x 0.25)m0.100.16G.L.0-1610:080.08.0.200.08r=2.009.60Wz5.50.PlanSectionWidth (m)Height (m)D12W121.5W21.51.5

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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 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

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

Section: Chapter Questions

Problem 1P

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Question

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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