STRUCTURAL ANAL.W/MOD MASTERING ACCE
18th Edition
ISBN: 9780134713649
Author: HIBBELER
Publisher: PEARSON
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Chapter 3, Problem 3.34P
To determine
The force in the members of the complex truss.
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. For the cast-iron piping shown in Fig. 4, calculate the flow rate if H = 8 m. (e=0.26
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Include all losses.)
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20 m
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2 cm dia.
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A5.2- A simply supported beam with the given cross-section, as shown in Figure 2, is subjected to
factored uniform load of 50 kN/m. The designer would like to cut-off 2-30M bars where they are no
longer required by the design.
Determine the cut-off point for 2-30M bars according to CSA 23.3 requirements.
Given: Concrete: Normal density with f'c = 30 MPa
Reinforcement: Uncoated rebars with fy = 400 MPa
Shear reinforcement is in excess of CSA 23.3 minimum requirement: 10M
Clear cover to the stirrups: 40 mm
Columns: 500 mm x 500 mm
9 m
W= 50 kN/m
Figure 2
h=600 mm
b=500 mm
Cross-section
As = 5-30M
1. Calculate the ultimate load carrying capacity of the pile tip driven into the soil profile shown
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G.W.T.
45'
Qapp
Soft Clay:
Ysat 100 pcf
Cu 500 psf, ou = 0°
平
12' Soil
Plug
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Outside Diameter = 2'
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Hollow (soil plugged)
Note: Pile & soil profile
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Please perform the tip capacity calculation two ways: For the first approach, assume that the
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Chapter 3 Solutions
STRUCTURAL ANAL.W/MOD MASTERING ACCE
Ch. 3 - Classify each of the following trusses as...Ch. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - Prob. 3.25PCh. 3 - Prob. 3.26PCh. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.30PCh. 3 - Prob. 3.31PCh. 3 - Prob. 3.32PCh. 3 - Prob. 3.33PCh. 3 - Prob. 3.34PCh. 3 - Prob. 3.35PCh. 3 - Prob. 3.36PCh. 3 - Prob. 3.37PCh. 3 - Prob. 3.38PCh. 3 - Prob. 3.39PCh. 3 - Prob. 3.40PCh. 3 - Prob. 3.41PCh. 3 - Prob. 3.42PCh. 3 - Prob. 3.43PCh. 3 - Prob. 3.44PCh. 3 - Prob. 3.45PCh. 3 - Prob. 3.1PP
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