Question OneFrom given plan and its sections below, fill up given table below of an Abstract Estimation for a (Load bearing type structure) by Centre Line MethodNotes: -Lintels cross-section over a Door (h-0.25 x b3D250mm) mExcessive length @ each side end of a lintel = 0.20mDoor dimension D1 (1.15x2.3)m. Windows dimension W1(1.5x1.2)m, W2(1x1.2)m Frame thickness of the Door and Windows 80mmThere is SKIRITING applied to the WallRedraw the Table below, the results must be added into the Table.Concrete Block0.5mZcm0,5mZcmtiles with cement mortarCC under tiles 12cmtiles with cement mortarCC under biles 12cmDPCNGL=0NGL=0Base road SoilBase road Soil30cm40cm30cm 30cm-Masonry WallMasonry WallMasonry Wall25cm70cm+25cm50cmMasonry Wall-0.7m 25cm0.7m 25cm85cmPlain Concrete Casting60cmPlain Concrete CastingSec 1-1Sec 2-2W1W23.8m2.8mRoom #1Room #2W22.75mW1150mmD1250mmD13.25m250mmD1W1W13.2m4.75mItem DescriptionUnitQuantityW1Room #3W2Earthwork-Excavationm'1Plain Concrete Castingm?Masonry Block Wall-UnderDPCW1m3DPCm4.Filling basement by base road soilRoom#1m5-1Room#2m'5-2Room#35-3

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From given plan and its sections below, fill up given table below of an Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - Lintels cross-section over a Door (h=0.25 x b-250mm) m Excessive length @ each side end of a lintel = 0.20m Door dimension D1 (1.15x2.3)m. Windows dimension W1(1.5x1.2)m, Wɔ(1x1.2)m Frame thickness of the Door and Windows 80mm There is SKIRITING applied to the Wall Redraw the Table below, the results must be added into the Table. Concrete Block 0.5m Zam 0.5m Zcm DPC sles with cement mortar CC under biles 12am iles with cement mortar CC under sles 12cm NGL=0 30cm Base road Sol NGL=0 Base road Sol 40cm 30cm 30cm Masonry Wall Masonry Wall 25cm 70cm Masonry Wall 25cm 50cm Masonry Wall 0.7m 25cm -0.7m 25cm 60cm 85cm Plain Concrete Casting Plain Concrete Casting Sec 1-1 Sec 2-2 W1 W2 3.8m 2.8m 2. Room #1 Room #2 W2 2.75m W1 150mm D1 250mm D1 3.25m 250mm D1 W1 W1 3.2m 4.75m Item Description Unit Quantity S W1 Room #3 W2 Earthwork-Excavation m' 1 Plain Concrete Casting m' Masonry Block Wall-Under DPC W1 m' 3 DPC m' 4. Filling basement by base road soil 5 Room#1 m 5-1 Room#2 m' 5-2 Room#3 m' 5-3

From given plan and its sections below, fill up given table below of an Abstract Estimation for a (Load bearing type structure) by Centre Line Method Notes: - Lintels cross-section over a Door (h=0.25 x b-250mm) m Excessive length @ each side end of a lintel = 0.20m Door dimension D1 (1.15x2.3)m. Windows dimension W1(1.5x1.2)m, Wɔ(1x1.2)m Frame thickness of the Door and Windows 80mm There is SKIRITING applied to the Wall Redraw the Table below, the results must be added into the Table. Concrete Block 0.5m Zam 0.5m Zcm DPC sles with cement mortar CC under biles 12am iles with cement mortar CC under sles 12cm NGL=0 30cm Base road Sol NGL=0 Base road Sol 40cm 30cm 30cm Masonry Wall Masonry Wall 25cm 70cm Masonry Wall 25cm 50cm Masonry Wall 0.7m 25cm -0.7m 25cm 60cm 85cm Plain Concrete Casting Plain Concrete Casting Sec 1-1 Sec 2-2 W1 W2 3.8m 2.8m 2. Room #1 Room #2 W2 2.75m W1 150mm D1 250mm D1 3.25m 250mm D1 W1 W1 3.2m 4.75m Item Description Unit Quantity S W1 Room #3 W2 Earthwork-Excavation m' 1 Plain Concrete Casting m' Masonry Block Wall-Under DPC W1 m' 3 DPC m' 4. Filling basement by base road soil 5 Room#1 m 5-1 Room#2 m' 5-2 Room#3 m' 5-3

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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