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vation depths (in feet) are shown for each corner. 2 Consider the borrow pit grid shown. Existing exca- 2.6 50 ft 3.3 50 ft (1) (2) 3.2 2.7 2.2 1.9 50 ft (3) (4) (5) 1.6 2.9 50 ft 2.7 50 ft 2.3 50 ft (6) 2.0 1.8 50 ft The total undercut volume of this borrow pit is most nearly CA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd

vation depths (in feet) are shown for each corner. 2 Consider the borrow pit grid shown. Existing exca- 2.6 50 ft 3.3 50 ft (1) (2) 3.2 2.7 2.2 1.9 50 ft (3) (4) (5) 1.6 2.9 50 ft 2.7 50 ft 2.3 50 ft (6) 2.0 1.8 50 ft The total undercut volume of this borrow pit is most nearly CA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd

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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2 Consider the borrow pit grid shown. Existing exca- (D) S (in feet) are shown for each corner. vation depths 2.6 50 ft 3.3 1. 50 ft (1) (2) 3.2 2.7 2.2 1.9 50 ft (3) (4) (5) 1.6 2.9 50 ft 2.7 50 ft 2.3 50 ft (6) 2.0 1.8 50 ft The total undercut volume of this borrow pit is most nearly CA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd3
Transcribed Image Text:2 Consider the borrow pit grid shown. Existing exca- (D) S (in feet) are shown for each corner. vation depths 2.6 50 ft 3.3 1. 50 ft (1) (2) 3.2 2.7 2.2 1.9 50 ft (3) (4) (5) 1.6 2.9 50 ft 2.7 50 ft 2.3 50 ft (6) 2.0 1.8 50 ft The total undercut volume of this borrow pit is most nearly CA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd3
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