Question 22 --/0.2 The volume of concrete of foundation wall (for height of excavation 1.40 m) is: 25.65 m3 2 28.00 m3 3 38.66 m3 None of the answers are correct Question 23 --/ 0.2 The total volume of concrete of foundation (foundation wall and foundation footing for height of excavation 1.40m) is: 42.00 m3 2 45.73 m3 3 37.74 m3 None of the answers are correct Question 24 --/0.2 The volume of backfill is: 269.70 m3 378.40 m3 316.00 m3 None of the answers are correct

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. The height of excavation is 1.30m          2. Soil type: fairly good soil.
Question 22
--/0.2
The volume of concrete of foundation wall (for height
of excavation 1.40 m) is:
25.65 m3
(2) 28.00 m3
3) 38.66 m3
4) None of the answers are correct
Question 23
--/0.2
The total volume of concrete of foundation
(foundation wall and foundation footing for height of
excavation 1.40m) is:
(1
42.00 m3
45.73 m3
37.74 m3
4) None of the answers are correct
Question 24
--/0.2
The volume of backfill is:
1) 269.70 m3
2 378.40 m3
3 316.00 m3
None of the answers are correct
Question 25
--/0.2
The disposal volume of the excavated soil is:
(1) 42.00 m3
2 38.73 m3
49.21 m3
4) None of the answers are correct
Transcribed Image Text:Question 22 --/0.2 The volume of concrete of foundation wall (for height of excavation 1.40 m) is: 25.65 m3 (2) 28.00 m3 3) 38.66 m3 4) None of the answers are correct Question 23 --/0.2 The total volume of concrete of foundation (foundation wall and foundation footing for height of excavation 1.40m) is: (1 42.00 m3 45.73 m3 37.74 m3 4) None of the answers are correct Question 24 --/0.2 The volume of backfill is: 1) 269.70 m3 2 378.40 m3 3 316.00 m3 None of the answers are correct Question 25 --/0.2 The disposal volume of the excavated soil is: (1) 42.00 m3 2 38.73 m3 49.21 m3 4) None of the answers are correct
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Transcribed Image Text:2:29 E * * * N UE 64%Å 4. B-1 Plan & Section.pdf ... 12500 | 250 . 1100 250 38000 SECTION AI 550 SECTION A 1. FOUNDATION PLAN CIVL 2063 PROJECT NO. DRAWING NO. ESTIMATING CIVIL PROJECTS 2. SECTION A-A NTS SCALE B-1
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