Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Chapter 24, Problem 24.9P
To determine
L, T, E, M, LC, Dand stations of the PC, PT, deflection angle and incremental chords
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•Two types of concrete storm water drains are comparing: 1-pipe diameter 2m running
full. 2-open channel rectangular profile, bottom width 2m and water depth 1.0 m. The
drains are laid at gradient of %1.0; manning coefficient=0.013. Determine the velocity of
flow and discharge rate for the circular drain. Determine the velocity of flow and discharge
rate for the rectangular open culvert.
A1.2- For the frame shown in Figure 2, draw the bending moment, shear force, and axial force diagrams for the
shown factored loading case.
Note: All loads indicated in Figure 2 are already factored.
W₁ = 25 kN/m
Figure 2
777
6.0 m
M= 10 kN.m
P₁ = 20 kN
2.5 m
Chapter 24 Solutions
Elementary Surveying (14th Edition)
Ch. 24 - Prob. 24.1PCh. 24 - Prob. 24.2PCh. 24 - Prob. 24.3PCh. 24 - Prob. 24.4PCh. 24 - Prob. 24.5PCh. 24 - Prob. 24.6PCh. 24 - Prob. 24.7PCh. 24 - Prob. 24.8PCh. 24 - Prob. 24.9PCh. 24 - Prob. 24.10P
Ch. 24 - Prob. 24.11PCh. 24 - Prob. 24.12PCh. 24 - Prob. 24.13PCh. 24 - Prob. 24.14PCh. 24 - Prob. 24.15PCh. 24 - Prob. 24.16PCh. 24 - Prob. 24.17PCh. 24 - Prob. 24.18PCh. 24 - Prob. 24.19PCh. 24 - Prob. 24.20PCh. 24 - Prob. 24.21PCh. 24 - Prob. 24.22PCh. 24 - Prob. 24.23PCh. 24 - Prob. 24.24PCh. 24 - Prob. 24.25PCh. 24 - Prob. 24.26PCh. 24 - Prob. 24.27PCh. 24 - Prob. 24.28PCh. 24 - Prob. 24.29PCh. 24 - Prob. 24.30PCh. 24 - Prob. 24.31PCh. 24 - Prob. 24.32PCh. 24 - Prob. 24.33PCh. 24 - Prob. 24.34PCh. 24 - Prob. 24.35PCh. 24 - Prob. 24.36PCh. 24 - Prob. 24.37PCh. 24 - Prob. 24.38P
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