From given Fence plan and its section below, fill up given table below of Abstract Estimation for a (Load bearingtype structure) by Centre Line MethodNotes: -kulk wo●●●●●●---wLintels cross-section over a Door (h=0.25 x b=0.4) mExcessive length @ each side end of a lintel = 0.20mDoor dimension D (2.15x1.1) m. Frame thickness of the Door- 0.06mThere is not SKIRITING applied to the WallDensity of Sand 1460kg/m³Density of Aggregate 2900kg/m³Redraw the Table below, the results must be added in the Table.0.4m-Series-6m-Plan of WallCItem146°1 Earth Work Excavation for Foundation2 Concrete Casting Foundation 1:1.5:33Solid Concrete Block Wall4Filling up to NGL (Side Filling)5Concrète Block Wall for Super structure.******************.6DPC 1:1.3:23mUnit Quantitym³mºm³m³m³m³3.1mCement Plastering.--Mortar (1:1.4)0,6mNGL 0.0m-0.75m400600Cement 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-ASolid Concrete Block 15Cement Mortar (1:1.15)-Conorete Casting 1:1.5:3MaterialCement in Kg Sand In Kg Aggregate in Kg Block in Nos.S2

Load bearing type structureA load-bearing structure is one in which loads are carried from the walls…

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

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…
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