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 28, Problem 28.39Q
To determine
The five types of joints where welds can be apply.
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Suggest an optimum footing size and shape (minimum area footing), if the vertical loading (includingthe weight of the footing) is 40 kips, and the soil has the following characteristics: c=200 psf, φ=370,and γ=120.0 lb/ft 3. Constraints of the solution are: the maximum dimension of any side of thefooting is 10 ft, and the depth of embedment is between 2 and 4 ft.
15.6 A mountain stream flows over a rocky streambed. Apply the Limerinos and Chezy equations to calculate the discharge. The stream has an intermediate rock size d 84 of 30 cm, an average depth of 2.1 m, a slope of S = 0.0037, and a width of 52 m. In SI
units, what is the discharge?
a. 85,
b. 120,
c. 160,
d. 240, or
e. 410.
The maximum bending moment for the beam shown is positive.
a. True
b. False
Chapter 28 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 28 - Prob. 28.1QCh. 28 - Prob. 28.2QCh. 28 - Prob. 28.3QCh. 28 - Prob. 28.4QCh. 28 - Prob. 28.5QCh. 28 - Prob. 28.6QCh. 28 - Prob. 28.7QCh. 28 - Prob. 28.8QCh. 28 - Prob. 28.9QCh. 28 - Prob. 28.10Q
Ch. 28 - Prob. 28.11QCh. 28 - Prob. 28.12QCh. 28 - Prob. 28.13QCh. 28 - Prob. 28.14QCh. 28 - Prob. 28.16QCh. 28 - Prob. 28.17QCh. 28 - Prob. 28.18QCh. 28 - Prob. 28.19QCh. 28 - Prob. 28.20QCh. 28 - Prob. 28.21QCh. 28 - Prob. 28.24QCh. 28 - Prob. 28.25QCh. 28 - Prob. 28.26QCh. 28 - Prob. 28.27QCh. 28 - Prob. 28.28QCh. 28 - Prob. 28.29QCh. 28 - Prob. 28.30QCh. 28 - Prob. 28.32QCh. 28 - Prob. 28.33QCh. 28 - Prob. 28.34QCh. 28 - Prob. 28.35QCh. 28 - Prob. 28.37QCh. 28 - Prob. 28.38QCh. 28 - Prob. 28.39Q
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- Plot the drying-path SWRCs of a sandy soil and a clayey soil using the model of Lu (2016) using representative parameters for these two soils from this paper. Use equations (3), (9), and (12), and the"proposed" parameters in Table 2 (note that y, in this table is the same as ye in the equations). Also plot the individual contributions to water retention for capillarity and absorption (0c and 0a versus suction) for both soils, and comment on their relative contributions to water retention for the two soils.arrow_forwarda. Ultimate Bearing Capacity (qult)b. Allowable Bearing Capacity (qall)c. Allowable Load (Qa)d. Maximum applied contact pressuree. Minimum applied contact pressuref. Draw the contact pressure diagramg. Is the footing size appropriate and whyarrow_forwardHandwritten answers only please. Thank you!arrow_forward
- handwritten answers only please. Thank you!arrow_forwardHandwritten answers only please. Thank you!arrow_forwardAn unstretchable cable with mass per unit length 5 kg/m is hanging between points A and B. The horizontal distance between A and B is 20 m. The vertical distance is 15 m (B is in a lower position). We measure a point on the cable which lies by a horizontal distance of 5 meters to point A. It is found to be 4 meters lower than point A. The shape of the cable is almost straight.Use the small sag approximation (Lecture 5) and keep the accuracy to O (e) to estimate the horizontal load H on A and B.arrow_forward
- Q1. For the frame shown below: i. ii. iii. Identify the unknown reactions for the supports (Pin at A and F). Determine if the frame is statically determinate, if not determine the degrees of determinacy. Calculate the unknown reactions for the frames (the frame has internal pin at C) Pin D 25kN 30° 30° 30° 30 B 40kN 60° 16m 60°arrow_forwardQ2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 KN 30 A B Pin D 5.0 1.0 2.0 3.0arrow_forwardQ2. For the beams shown below: i. ii. iii. iv. Sketch the deflected shape Determine the reactions at the supports Calculate and sketch the distribution of the shear force and the bending moment Locate the max moment and POC locations (Note: all dimensions are in meters) 15kN/m 6kN/m 30 kN 30 Σ A B Pin C D 5.0 1.0 2.0 3.0arrow_forward
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