Architectural Drafting and Design (MindTap Course List)
Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 30, Problem 30.15Q
To determine

The advantage of using a deflection value of L/480.

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Sketch the effective stress profile for the silt layer to a depth of 5 meters for a uniform layer of silt having a depth to the water table of 4 m (choose several discrete points with depth and plot by hand). Use Bishop's definition of effective stress for the silt layer, assuming x =S.. Assume a value of G. = 2.65 and that the gravimetric water content of the silt below the water table is 20%. Use the SWRC for the silt from the figure below. Assume that the air pressure is equal to atmospheric pressure (i.e., zero). Consider variations in total unit weight with the degree of saturation in your calculations. 100000 a. 10000 Sand: a = 0.3 kPa, n = 3.0 Silt: a=0.05 kPa, n=2.5 0.01 kPa, n = 1.8 1000 Clay: Matric suction (kPa) 00 100 10 10 1 0.1 ° 20 60 80 40 Saturation (%) 100 10
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Develop a signal design and timing for the intersection shown in the figure below. In each case accommodate both vehicular and pedestrian movements. In general, use the following values for the problem: pedestrian walking speed = 1 [m/s], vehicle deceleration = 3 [m/s²], driver reaction time = 1.5 [s], length of vehicle 6 [m], and level grade = 0. If you need to assume = other variables and parameters to solve this problem clearly state that in your report and explain the reason. 250 1100 One-way Speed limit = 50 [km/h] Pedestrian = 15 per each crosswalk Crosswalk widths = 3 [m] Lane width = 4 [m] Saturation flow = 1800 [veh/h/lane] 1100 70 80 T 200 900
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