WATER RESOURCES ENGINEERING
3rd Edition
ISBN: 9781119490579
Author: Mays
Publisher: WILEY
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Chapter 3, Problem 3.6.2P
To determine
The depth of the oil and the moments of the pressure forces about the base of the plate.
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3. (a) Use method of joints to determine forces in all members (all distances are in mm)
(b) Find the resultant force at the pin support and state its angle of inclination
FIGURE 2
2400
3.3 kN
6
3.6 ky
12
2
+
2400
0.7 kN
+
2400
3.3kN
+
2400
OK i need help. Please help me work thorought this with autocad. I am not sure where to begin but i need to draw this. Well if you read the question we did it in class and I got suepr confsued.
A square column foundation has to carry a gross allowable load of 2005 kN (FS = 3). Given: D₤ = 1.7 m, y = 15.9 kN/m³, 0' = 34°, and c' = 0. Use Terzaghi's equation to determine the size of the foundation (B). Assume general shear failure. For o' = 34°, N₁
36.5 and Ny = 38.04.
(Enter your answer to three significant figures.)
B=2.16
m
Chapter 3 Solutions
WATER RESOURCES ENGINEERING
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- can you help me figure out the calculations so that i can input into autocad? Not apart of a graded assinment. Just a problem in class that i missed.arrow_forwardUse method of joints to determine forces in all members (all distances are in mm) Find the resultant force at the pin support and state its angle of inclinationarrow_forwardFor Problem 7.2, calculate the optimal cycle length (Webster’s formulation) and the corresponding effective green times (based on lane group v/c equalization). Assume lost time is 4 seconds per timing stage.arrow_forward
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