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 12, Problem 12.18P
To determine
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Beam ABD is supported and loaded as shown. The cross-section of the beam is also
shown. The modulus of elasticity of the beam is 200 GPa.
6.0 kN/m
Cross-section:
330 mm
4.5 kN
8.0 kNm
40 mm
2.5 m
1.5 m
20 mm
Set up the discontinuity moment function in terms of x.
List all the appropriate boundary conditions.
Determine the slope function in terms of x.
Determine the deflection function in terms of x.
Determine the support reactions.
Determine the maximum deflection.
290 mm
Draw the Shear Force Diagram and Bending Moment Diagram for the beam shown in Fig.1. The beam is subjected to an UDL of w=65m. L=4.5m L1= 1.8m. Assume the support at C is pinned, and A and B are roller supports. E = 200GPa, I = 250x106 mm4.
Chapter 12 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 12 - Prob. 12.1QCh. 12 - Prob. 12.2QCh. 12 - Prob. 12.3QCh. 12 - Prob. 12.4QCh. 12 - Prob. 12.5QCh. 12 - Prob. 12.6QCh. 12 - Prob. 12.7QCh. 12 - Prob. 12.8QCh. 12 - Prob. 12.9QCh. 12 - Prob. 12.10Q
Ch. 12 - Prob. 12.11QCh. 12 - Prob. 12.12QCh. 12 - Prob. 12.13QCh. 12 - Prob. 12.14QCh. 12 - Prob. 12.15QCh. 12 - Prob. 12.16QCh. 12 - Prob. 12.17QCh. 12 - Prob. 12.18QCh. 12 - Prob. 12.19QCh. 12 - Prob. 12.20QCh. 12 - Prob. 12.21QCh. 12 - Prob. 12.22QCh. 12 - Prob. 12.23QCh. 12 - Prob. 12.24QCh. 12 - Prob. 12.25QCh. 12 - Prob. 12.26QCh. 12 - Prob. 12.27QCh. 12 - Prob. 12.28QCh. 12 - Prob. 12.29QCh. 12 - Prob. 12.30QCh. 12 - Prob. 12.31QCh. 12 - Prob. 12.32QCh. 12 - Prob. 12.33QCh. 12 - Prob. 12.34QCh. 12 - Prob. 12.35QCh. 12 - Prob. 12.36QCh. 12 - Prob. 12.37QCh. 12 - Prob. 12.38QCh. 12 - Prob. 12.39QCh. 12 - Prob. 12.40QCh. 12 - Prob. 12.41QCh. 12 - Prob. 12.42QCh. 12 - Prob. 12.43QCh. 12 - Prob. 12.44QCh. 12 - Prob. 12.45QCh. 12 - Prob. 12.46QCh. 12 - Prob. 12.47QCh. 12 - Prob. 12.48QCh. 12 - Prob. 12.49QCh. 12 - Prob. 12.50QCh. 12 - Prob. 12.51QCh. 12 - Prob. 12.52QCh. 12 - Prob. 12.53QCh. 12 - Prob. 12.54QCh. 12 - Prob. 12.55QCh. 12 - Prob. 12.56QCh. 12 - Prob. 12.57QCh. 12 - Prob. 12.58QCh. 12 - Prob. 12.59QCh. 12 - Prob. 12.60QCh. 12 - Prob. 12.61QCh. 12 - Prob. 12.1PCh. 12 - Prob. 12.2PCh. 12 - Prob. 12.3PCh. 12 - Prob. 12.4PCh. 12 - Prob. 12.5PCh. 12 - Prob. 12.6PCh. 12 - Prob. 12.7PCh. 12 - Prob. 12.8PCh. 12 - Prob. 12.9PCh. 12 - Prob. 12.11PCh. 12 - Prob. 12.12PCh. 12 - Prob. 12.13PCh. 12 - Prob. 12.14PCh. 12 - Prob. 12.15PCh. 12 - Prob. 12.16PCh. 12 - Prob. 12.17PCh. 12 - Prob. 12.18PCh. 12 - Prob. 12.19PCh. 12 - Prob. 12.20PCh. 12 - Prob. 12.21PCh. 12 - Prob. 12.22PCh. 12 - Prob. 12.23PCh. 12 - Prob. 12.24PCh. 12 - Prob. 12.25PCh. 12 - Prob. 12.26PCh. 12 - Prob. 12.27PCh. 12 - Prob. 12.28PCh. 12 - Prob. 12.29PCh. 12 - Prob. 12.30PCh. 12 - Prob. 12.31PCh. 12 - Prob. 12.32PCh. 12 - Prob. 12.33PCh. 12 - Prob. 12.34PCh. 12 - Prob. 12.36P
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- Calculate the BMs (bending moments) at all the joints of the beam shown in Fig.1 using the Slope Deflection method. The beam is subjected to an UDL of w=65m. L=4.5m L1= 1.8m. Assume the support at C is pinned, and A and B are roller supports. E = 200GPa, I = 250x106 mm4.arrow_forwardText Book Problem 7.82 (page 261) Consider the total head-loss in the system forthis flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ftrespectively). Please show numerical values for EGL/HGL at the beginning/end/intermediatechange point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4points).(I think we are just using the values provided for head losses to solve this problem)arrow_forwardCalculate the BMs (bending moments) at all the joints of the beam shown in Fig.1 using the moment distribution method, and draw the Shear force diagram and Bending moment diagram for the beam shown. The beam is subjected to an UDL of w=65m. L=4.5m L1= 1.8m. Assume the support at C is pinned, and A and B are roller supports. E = 200GPa, I = 250x106 mm4.arrow_forward
- Calculate the BMs (bending moments) at all the joints of the beam shown in Fig.1 using the Slope deflection method. The beam is subjected to an UDL of w=65m. L=4.5m L1= 1.8m. Assume the support at C is pinned, and A and B are roller supports. E = 200GPa, I = 250x106 mm4.arrow_forwardThank you for your help if you would also provide the equations used .arrow_forwardThe sectors are divided as follows:top right = 1, top left = 2, middle = 3, bottom = 4.(a) Determine the distance yˉ to the centroid of the beam’s cross-sectional area.Solve the next questions by building a table. (Table format Answers) (b) Determine the second moment of area (moment of inertia) about the x′ axis. (c) Determine the second moment of area (moment of inertia) about the y-axis.arrow_forward
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