Hk ike an engineer and try to estimate the surface area (A) of water in the creek and the pond that shown in Fig. (1). Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment, n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1). Distance (ft) 2843.1 3000 2763.9 Fig. (1) Creek 2368 3 2255.1 2200.6 2000 1637 8 di 1225.8 1000 area of the field (A) 9123 Pond 681.8 0.0 243.3 Road 0.0 4000 Distance (ft) 1000 2000 3000

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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tha ike an engineer and try to estimate the surface area (A) of water in the creek and the pond
that shown in Fig. (1) Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment,
n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1).
Distance
(ft)
3000
2843.1
2763.9
Fig. (1)
Creek
2368
2255,1
2000
2200.6
R
1637 8
a
1225.8
1000
Pond
area of the field (A)
912.3
681.8
243.3
0.0
Road
0.0
4000 Distance (ft)
1000
2000
3000
Transcribed Image Text:tha ike an engineer and try to estimate the surface area (A) of water in the creek and the pond that shown in Fig. (1) Use Trapezoidal rule and Simpson's 1/3 rule with equal width segment, n=400 ft, and for x-distance from 0 to 4000 ft? Any data you need, try to get it from Fig. (1). Distance (ft) 3000 2843.1 2763.9 Fig. (1) Creek 2368 2255,1 2000 2200.6 R 1637 8 a 1225.8 1000 Pond area of the field (A) 912.3 681.8 243.3 0.0 Road 0.0 4000 Distance (ft) 1000 2000 3000
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