Please solve this question in handwirritng. step by step. Again please in handwirring. i am confuse. 2 Consider the borrow pit grid shown. Existing exca-(D)S(in feet) are shown for each corner.vation depths2.650 ft3.31.50 ft(1)(2)3.22.72.21.950 ft(3)(4)(5)1.62.950 ft 2.750 ft 2.350 ft(6)2.01.850 ftThe total undercut volume of this borrow pit is mostnearlyCA) 1300 yd(B) 1600 yd(C) 1900 yd(D) 2100 yd3

Answered: Image /qna-images/answer/1c0d9f23-4c5b-414e-9d6e-7b0825ae6702.jpg

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

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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