1. (Problem 2.36 from the text book) The 5-ft high concrete post is reinforced with six steel bars, each with a 3 -in. diameter. Knowing that the Modulus of Steel, Es = 29 x 10° psi, and the Modulus of Concrete, Ec = 3.6 × 10° psi, determine the maximum centric force that can be applied if the allowable normal stress is 15 ksi in the steel and 1.6 ksi in the concrete. 5 ft 10 in. 10 in.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the following problem please show intermediate steps including free body diagrams, equations used, and problem setup so your approach can be followed. Q#1
1. (Problem 2.36 from the text book) The 5-ft high concrete post is reinforced with six steel
bars, each with a 3 -in. diameter. Knowing that the Modulus of Steel, E, = 29 x 10° psi, and
the Modulus of Concrete, Ec = 3.6 × 10° psi, determine the maximum centric force that can
be applied if the allowable normal stress is 15 ksi in the steel and 1.6 ksi in the concrete.
5 ft
10 in.
10 in.
2. (Problem 2.128 from the text book) The specimen shown is made from a 1-in.-diameter
cylindrical steel rod with two 1.5-in.-outer-diameter sleeves bonded to the rod as shown.
Knowing that E=29 x 10° psi, determine (a) the load P so that the total deformation is 0.002
in., (b) the corresponding deformation of the central portion BC..
54°F Sunny
Transcribed Image Text:1. (Problem 2.36 from the text book) The 5-ft high concrete post is reinforced with six steel bars, each with a 3 -in. diameter. Knowing that the Modulus of Steel, E, = 29 x 10° psi, and the Modulus of Concrete, Ec = 3.6 × 10° psi, determine the maximum centric force that can be applied if the allowable normal stress is 15 ksi in the steel and 1.6 ksi in the concrete. 5 ft 10 in. 10 in. 2. (Problem 2.128 from the text book) The specimen shown is made from a 1-in.-diameter cylindrical steel rod with two 1.5-in.-outer-diameter sleeves bonded to the rod as shown. Knowing that E=29 x 10° psi, determine (a) the load P so that the total deformation is 0.002 in., (b) the corresponding deformation of the central portion BC.. 54°F Sunny
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To find the maximum axial centric force-

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