Connect Access Card For Fundamentals Of Structural Analysis (one Semester Access) 5th Edition
5th Edition
ISBN: 9781259820960
Author: Leet, Kenneth
Publisher: McGraw-Hill Education
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Chapter 12, Problem 50P
To determine
Draw the influence lines for vertical reaction at support A and the moment at support C.
Evaluate the ordinates at 6-ft intervals of the influence line.
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Q2: A circular concrete culvert of diameter 120 cm carries water of depth 75 cm to irrigate
a 30-hectare field. What could be the discharge of this canal if the slope was 0.002? Use
Manning's n= 0.014.
TWO
A farm of 40 hectares is supplied by open field drains. The spacing of these drains were selected to be
100m and the length of each drain is 600 m. If the drainage coefficient is 4 cm/day, find:
1- Discharge at the end of a field drain.
2- Total discharge passed through the collector drain.
3- The dimension of open drains, if n= 0.03, S= 0.00035 and Z= 1.5
Please use stiffness matrix method to solve.
Chapter 12 Solutions
Connect Access Card For Fundamentals Of Structural Analysis (one Semester Access) 5th Edition
Ch. 12 - Prob. 1PCh. 12 - Prob. 2PCh. 12 - Prob. 3PCh. 12 - Prob. 4PCh. 12 - Prob. 5PCh. 12 - Prob. 6PCh. 12 - Prob. 7PCh. 12 - Prob. 8PCh. 12 - Prob. 9PCh. 12 - Prob. 10P
Ch. 12 - Prob. 11PCh. 12 - Prob. 12PCh. 12 - Prob. 13PCh. 12 - Prob. 14PCh. 12 - Prob. 15PCh. 12 - Prob. 16PCh. 12 - Prob. 17PCh. 12 - Prob. 18PCh. 12 - Prob. 19PCh. 12 - Prob. 20PCh. 12 - Prob. 21PCh. 12 - Prob. 22PCh. 12 - Prob. 25PCh. 12 - Prob. 26PCh. 12 - Prob. 27PCh. 12 - Prob. 28PCh. 12 - Prob. 29PCh. 12 - Prob. 30PCh. 12 - Prob. 31PCh. 12 - Prob. 32PCh. 12 - Prob. 34PCh. 12 - Prob. 35PCh. 12 - Prob. 36PCh. 12 - Prob. 37PCh. 12 - Prob. 38PCh. 12 - Prob. 39PCh. 12 - Prob. 40PCh. 12 - Prob. 41PCh. 12 - Prob. 42PCh. 12 - Prob. 43PCh. 12 - Prob. 44PCh. 12 - Prob. 45PCh. 12 - Prob. 46PCh. 12 - Prob. 49PCh. 12 - Prob. 50PCh. 12 - Prob. 51PCh. 12 - Prob. 52PCh. 12 - Prob. 53PCh. 12 - Prob. 54PCh. 12 - Prob. 57PCh. 12 - Prob. 58P
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