-8.00 M- W2 W1 Stairs DRAWIN AREA DINING AREA W1 3.00 M First Floor Level Beams -5.00 M- (w1> (IM Roof level 2nd Floor Level B Ground level A Footing 3.20 m

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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Estimate the quantity of cement bags, sand and gravel in cubic meter, and water in gallons per floor level sections. A. Substructure (including footings) and ground floor Beams Columns Slab Note: Above the roof deck, steel railings will be used at the perimeter of the building; no masonry work at this part. Only concrete columns extending from the second floor. Bathroom is 2.8 meter by 4 meter. Itemize quantities per floor level using the format below: A. Exterior Walls (six inches thickness) CHB Fill Block Laying Rough Plaster (both sides 3/4in) Smooth Plaster (both sides) B. Interior Walls (four inches thickness) CHB Fill Block Laying Rough Plaster (both sides 3/4in) Smooth Plaster (both sides)
-8.00 M-
W2
W1
Stairs
DRAWIN AREA
DINING AREA
W1
3.00 M
First Floor Level
Beams
-5.00 M-
(w1>
(IM
Transcribed Image Text:-8.00 M- W2 W1 Stairs DRAWIN AREA DINING AREA W1 3.00 M First Floor Level Beams -5.00 M- (w1> (IM
Roof level
2nd Floor
Level
B
Ground level
A
Footing
3.20 m
Transcribed Image Text:Roof level 2nd Floor Level B Ground level A Footing 3.20 m
Expert Solution
Step 1

Solution -  consider the nominal mis is 1:2:4 wastage of cement mix is considerd as 2%  output of mix is considerd as 66%  To achieve 1 cubic meter output ,we need 10.66 = 1.5151 i.e, 1.52 cubic meter dry mix Now , add the wastage of 2 % , i.e,         1.52 + 0.02 = 1.54 cubic meter   Volume of cement = cementcement+sand+aggregate×dry mix                                    = 11+2+4×1.54= 0.22 cubic meter  

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