2 Con vation depths (in feet) are shown for each corner. grid shown. Existing exca- 2.6 50 ft 3.3 50 ft (1) (2) 2.7 3.2 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 GA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd
2 Con vation depths (in feet) are shown for each corner. grid shown. Existing exca- 2.6 50 ft 3.3 50 ft (1) (2) 2.7 3.2 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 GA) 1300 yd (B) 1600 yd (C) 1900 yd (D) 2100 yd
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve this question in handwirritng. step by step. Again please in handwirring. i am confuse.

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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