Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134840857
Author: HIBBELER
Publisher: PEARSON
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Chapter 3, Problem 3.42P
To determine

The force in member GD, GE, and GF of the space truss and state if the members are in tension or compression.

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Design the deep beam in a wall for a warehouse, as shown in the drawing below using the strength design method of TMS 402-22. The wall is to be constructed of fully grouted hollow concrete masonry units in running bond. Determine the width of the masonry units, and the flexural and shear reinforcement required. Use mf ′ = 2,000 psi and Grade 60 (60 ksi) steel, and Type S Portland cement mortar. In addition to its own weight, it carries a dead load of 1.5 kip/ft. and a live load of 0.2 kip/ft. from the roof. The walls on both sides of the opening are very long. Therefore, you may assume that the beam is fixed from rotation at both ends. Design using the following two methods. (a) Design it as a deep beam with the moment arm z given by the code. Show the layout of the flexural and shear reinforcements with diagrams. (b) Design a masonry lintel beam (not a deep beam) that will carry the weight of the masonry of above, and the dead and live loads from the roof. Determine whether you can…
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