PROB. 14 15. A temporary wood flume serving as a channel for irrigation water is shown in the figure. The vertical boards forming the sides of the flume are sunk in the ground, which provides a fixed support. The top of the flume is held by tie rods that are tightened so that there is no deflection of the boards at that point. Thus, the vertical boards may be modeled as a beam AB, supported and loaded as shown in the last part of the figure. Assuming that the thickness t of the boards is 40 mm, the depth d of the water is 1 m, and the height h to the tie rods is 1.3 m, what is the maximum bending stress o in the boards? (Hint: The numerically largest bending moment occurs at the fixed support.) t%3D40 mm d = 1 m h = 1.3 m PROB. 15
PROB. 14 15. A temporary wood flume serving as a channel for irrigation water is shown in the figure. The vertical boards forming the sides of the flume are sunk in the ground, which provides a fixed support. The top of the flume is held by tie rods that are tightened so that there is no deflection of the boards at that point. Thus, the vertical boards may be modeled as a beam AB, supported and loaded as shown in the last part of the figure. Assuming that the thickness t of the boards is 40 mm, the depth d of the water is 1 m, and the height h to the tie rods is 1.3 m, what is the maximum bending stress o in the boards? (Hint: The numerically largest bending moment occurs at the fixed support.) t%3D40 mm d = 1 m h = 1.3 m PROB. 15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Quick
Transcribed Image Text:AB
PROB. 14
15. A temporary wood flume serving as a channel for irrigation water is shown in the figure. The vertical boards
forming the sides of the flume are sunk in the ground, which provides a fixed support. The top of the flume is held by
tie rods that are tightened so that there is no deflection of the boards at that point. Thus, the vertical boards may be
modeled as a beam AB, supported and loaded as shown in the last part of the figure.
Assuming that the thickness t of the boards is 40 mm, the depth d of the water is 1 m, and the height h to the
tie rods is 1.3 m, what is the maximum bending stress o in the boards? (Hint: The numerically largest bending
moment occurs at the fixed support.)
t= 40 mm
В
h =
1.3 m
d =
1 m
PROB. 15
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning