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Figure 08 600 mm 250 mm 600 mm 3.05m 10.05, 50.10, rest at 0.30 0.c. 100 mm 200 mm 600 mm 150 mm Compacted gravel bed 500 mm 10 mm ties (A) 4-16 mm (B) 4-16 mm each way (C) (C) 150 mm 3.82 m (B) 100 mm (A) 150 mm

Figure 08 600 mm 250 mm 600 mm 3.05m 10.05, 50.10, rest at 0.30 0.c. 100 mm 200 mm 600 mm 150 mm Compacted gravel bed 500 mm 10 mm ties (A) 4-16 mm (B) 4-16 mm each way (C) (C) 150 mm 3.82 m (B) 100 mm (A) 150 mm

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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A bill of quantities is to be prepared for the square isolated reinforce column and footing as shown. Determine the following:

a. What is the quantity of excavation in cubic meters? Blank 1

b. What is the quantity of concrete in cubic meters? Blank 2

c. What is the quantity of formwork in square meters. Blank 3

d. What is the quantity of 16mm diameter bar in meter? Blank 4

e. What is the quantity of gravel bed in cubic meters? Blank 5

 

Figure 08 600 mm 250 mm 600 mm 3.05m 10.05, 50.10, rest at 0.30 0.c. 100 mm 200 mm 600 mm 150 mm Compacted gravel bed 500 mm 10 mm ties (A) 4-16 mm (B) 4-16 mm each way (C) (C) 150 mm 3.82 m (B) 100 mm (A) 150 mm
Transcribed Image Text:Figure 08 600 mm 250 mm 600 mm 3.05m 10.05, 50.10, rest at 0.30 0.c. 100 mm 200 mm 600 mm 150 mm Compacted gravel bed 500 mm 10 mm ties (A) 4-16 mm (B) 4-16 mm each way (C) (C) 150 mm 3.82 m (B) 100 mm (A) 150 mm
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