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From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearin type structure) by Centre Line Method Notes: - ● ● ● ● ● Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @ each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door- 0.06m There is not SKIRITING applied to the Wall Density of Sand 1460kg/m³ Density of Aggregate 2900kg/m³ Redraw the Table below, the results must be added in the Table. 3.1m

From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearin type structure) by Centre Line Method Notes: - ● ● ● ● ● Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @ each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door- 0.06m There is not SKIRITING applied to the Wall Density of Sand 1460kg/m³ Density of Aggregate 2900kg/m³ Redraw the Table below, the results must be added in the Table. 3.1m

Structural Analysis
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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From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - kulk wo ● ● ● ● ● ● --- w Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @ each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door- 0.06m There is not SKIRITING applied to the Wall Density of Sand 1460kg/m³ Density of Aggregate 2900kg/m³ Redraw the Table below, the results must be added in the Table. 0.4m- Series -6m- Plan of Wall C Item 146° 1 Earth Work Excavation for Foundation 2 Concrete Casting Foundation 1:1.5:3 3 Solid Concrete Block Wall 4 Filling up to NGL (Side Filling) 5 Concrète Block Wall for Super structure. ******************. 6 DPC 1:1.3:2 3m Unit Quantity m³ mº m³ m³ m³ m³ 3.1m Cement Plastering.-- Mortar (1:1.4) 0,6m NGL 0.0m -0.75m 400 600 Cement Plastering, Mortar (1:1.4) Concrete Block 20x20x40, Mortar (1:1.25) DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm -750- Section A-A Solid Concrete Block 15 Cement Mortar (1:1.15) -Conorete Casting 1:1.5:3 Material Cement in Kg Sand In Kg Aggregate in Kg Block in Nos. S 2
Transcribed Image Text:From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - kulk wo ● ● ● ● ● ● --- w Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @ each side end of a lintel = 0.20m Door dimension D (2.15x1.1) m. Frame thickness of the Door- 0.06m There is not SKIRITING applied to the Wall Density of Sand 1460kg/m³ Density of Aggregate 2900kg/m³ Redraw the Table below, the results must be added in the Table. 0.4m- Series -6m- Plan of Wall C Item 146° 1 Earth Work Excavation for Foundation 2 Concrete Casting Foundation 1:1.5:3 3 Solid Concrete Block Wall 4 Filling up to NGL (Side Filling) 5 Concrète Block Wall for Super structure. ******************. 6 DPC 1:1.3:2 3m Unit Quantity m³ mº m³ m³ m³ m³ 3.1m Cement Plastering.-- Mortar (1:1.4) 0,6m NGL 0.0m -0.75m 400 600 Cement Plastering, Mortar (1:1.4) Concrete Block 20x20x40, Mortar (1:1.25) DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm -750- Section A-A Solid Concrete Block 15 Cement Mortar (1:1.15) -Conorete Casting 1:1.5:3 Material Cement in Kg Sand In Kg Aggregate in Kg Block in Nos. S 2
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