Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
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Chapter 3.3, Problem 2P
To determine
Draw the shear force and bending moment diagram for the given beam and specify the critical values for shear and moment.
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Question 6
The following figure shows peak-hour volumes for an intersection. Using Webster's method, determine
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O
100
O
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A
e
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370
3700
B
1615
1615
3700
1615
3700
PHF-0.91
Pedestrian volume is negligible.
Question 7
A parking area with 60 bays has an initial count of 35 vehicles. The in-out survey data for 10-minute
intervals is as per the table below. Complete the table, calculate the accumulation, occupancy (%), and
parking load (veh.hrs) for each interval.
Time (min)
In
Out
Accumulation
Occupancy
Parking load
(%)
0
3
10
2
4
20
1
1
30
1
3
40
1
6
50
1
4
60
Q3/ The following data represent the water depth in the soil of equal areas for
specified field. Calculate the uniformity coefficient, efficiency and adequacy of
irrigation. Net needed irrigation depth =75 mm
(78-04, 79, 88, 85.21, 76,82)
Chapter 3 Solutions
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.2 - For the beams shown in Figure 3.5, draw the shear...Ch. 3.3 - Prob. 1PCh. 3.3 - Prob. 2PCh. 3.3 - Prob. 3PCh. 3.3 - Prob. 4P
Ch. 3.3 - Prob. 5PCh. 3.3 - Prob. 6PCh. 3.4 - Prob. 1PCh. 3.4 - Prob. 2PCh. 3.4 - Prob. 3PCh. 3.4 - Prob. 4PCh. 3.4 - Prob. 5PCh. 3.4 - Prob. 6PCh. 3.4 - Prob. 7PCh. 3.4 - Prob. 8PCh. 3.5 - Prob. 1PCh. 3.5 - A simple span beam has a uniformly distributed...Ch. 3.5 - Prob. 3PCh. 3.5 - A simple beam with a span of 36 ft has a...Ch. 3.7 - Prob. 1PCh. 3.7 - Prob. 2PCh. 3.8 - Prob. 1PCh. 3.8 - Prob. 2PCh. 3.8 - Prob. 3PCh. 3.8 - Prob. 4PCh. 3.8 - Prob. 5PCh. 3.8 - Prob. 6PCh. 3.8 - Prob. 7PCh. 3.8 - Prob. 8PCh. 3.8 - Prob. 9PCh. 3.8 - Prob. 10PCh. 3.9 - Prob. 1PCh. 3.9 - Prob. 2PCh. 3.10 - Prob. 1PCh. 3.10 - Prob. 2PCh. 3.10 - Prob. 3PCh. 3.10 - Prob. 4PCh. 3.10 - Prob. 5P
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