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).0.60ParapetWall4.000.15D.P.C.0.100.16G.L.0-16Готов0.083W₁0.200.080.60ooч Concrete tiles (0.9 x 0.9) m -Isolated earth-0.102 layers of asphalt and isolation-0-15 The slab reinforced-concrete (1:2:4)Continuous tie Beam (1:2:4)Wz5.50.Plan<=2.00 x0.10Earth filling-0.08Broken bricks-0.05. The floor concrete (1:2:4)0.03Mosaic Tiles(0.25 x 0.25)mSectionWidth (m)Height (m)D12W121.5W21.51.5

Answered: Image /qna-images/answer/324bf06e-58b1-4496-bb03-8b16b9571fc8.jpg

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). 0.60 Parapet Wall ooy Concrete tiles (0.9 x 0.9) m - 6.10. 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- D.P.C. 0.10 0.16 G.L. 0-16 Готов 0.08 0.20 0.08 W₁ 3 0.60 Wz 5.50. Plan <=2.00 x 0.05. The floor concrete (1:2:4) 0.03 Mosaic Tiles (0.25 x 0.25)m Section Width (m) Height (m) D 1 2 W1 2 1.5 W2 1.5 1.5

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). 0.60 Parapet Wall ooy Concrete tiles (0.9 x 0.9) m - 6.10. 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- D.P.C. 0.10 0.16 G.L. 0-16 Готов 0.08 0.20 0.08 W₁ 3 0.60 Wz 5.50. Plan <=2.00 x 0.05. The floor concrete (1:2:4) 0.03 Mosaic Tiles (0.25 x 0.25)m Section Width (m) Height (m) D 1 2 W1 2 1.5 W2 1.5 1.5

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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