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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: - ● 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 -6m- * 3m Cement Plastering. Mortar (1:1.4) Cement Plastering, Mortar (1:1.4) -Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m V 2.4m 1m .. 0.4m- Plan of Wall 146 131⁰ Series Item 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 Concrete Block Wall for Super structure ********** 6 DPC 1:1.3:2 Unit Quantity m³ m³ m³ pl.a. m³ m³ m³ 400 600 Conorete Casting 1:1.5:3 -750- Section A-A Material 1 Cement in Kg Sand In Kg Aggregate in Kg Block in Nos **************** (

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: - ● 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 -6m- * 3m Cement Plastering. Mortar (1:1.4) Cement Plastering, Mortar (1:1.4) -Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m V 2.4m 1m .. 0.4m- Plan of Wall 146 131⁰ Series Item 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 Concrete Block Wall for Super structure ********** 6 DPC 1:1.3:2 Unit Quantity m³ m³ m³ pl.a. m³ m³ m³ 400 600 Conorete Casting 1:1.5:3 -750- Section A-A Material 1 Cement in Kg Sand In Kg Aggregate in Kg Block in Nos **************** (

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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MAN 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 DSTE Notes: - Wanded Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @each side end of a lintel = 0.20m undo unaim 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. -6m 3.1m Y...... 3m A 146⁹ Cement Plastering- Mortar (1:1.4) -Cement Plastering, Mortar (1:1.4) Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m 2.4m 1m 0.4m Series 1 2 3 4 5 6 Plan of Wall 131° Item Earth Work Excavation for Foundation Concrete Casting Foundation 1:1.5:3 Solid Concrete Block Wall Filling up to NGL (Side Filling) Concrete Block Wall for Super structure DPC 1:1.3:2 Unit Quantity 3 m ³ 3 m² 3 m² m³ 3 m m³ 400+400+350. 400 600 -Concrete Casting 1:1.5:3 750 Section A-A Material 3 Cement In Kg Sand In Kg Aggregate in Kg Block in Nos ·bod Y
Transcribed Image Text:MAN 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 DSTE Notes: - Wanded Lintels cross-section over a Door (h=0.25 x b=0.4) m Excessive length @each side end of a lintel = 0.20m undo unaim 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. -6m 3.1m Y...... 3m A 146⁹ Cement Plastering- Mortar (1:1.4) -Cement Plastering, Mortar (1:1.4) Concrete Block 20x20x40, Mortar (1:1.25) 0.6m DPC 1:1.3:2 -Tiles and Mortar -CC 1:24 @10cm NGL 0.0m -Solid Concrete Block 15 Cement Mortar (1:1.15) -0.75m 2.4m 1m 0.4m Series 1 2 3 4 5 6 Plan of Wall 131° Item Earth Work Excavation for Foundation Concrete Casting Foundation 1:1.5:3 Solid Concrete Block Wall Filling up to NGL (Side Filling) Concrete Block Wall for Super structure DPC 1:1.3:2 Unit Quantity 3 m ³ 3 m² 3 m² m³ 3 m m³ 400+400+350. 400 600 -Concrete Casting 1:1.5:3 750 Section A-A Material 3 Cement In Kg Sand In Kg Aggregate in Kg Block in Nos ·bod Y
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