A short post is made by filling a standard 6x6x- steel tube with concrete, as shown in Figure P3-67. The steel has an allowable stress of 21 600 psi. The concrete has a rated strength of 6000 psi, but, in this application, the stress is to be limited to 500 psi. See Section 2-10 for the modulus of elasticity for the concrete. Compute the allowable load on the post.

Structural Analysis
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Chapter2: Loads On Structures
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Steel
Concrete
9.
FIGURE P3-67 Post for Problems 3-67 through 3-69.
Transcribed Image Text:Steel Concrete 9. FIGURE P3-67 Post for Problems 3-67 through 3-69.
A short post is made by filling a standard6x6x
steel tube with conerete, as shown in Figure P3-67.
The steel has an allowable stress of 21 600 psi. The
concrete has a rated strength of 6000 psi. but, in this
application, the stress is to be limited to 1500 psi.
See Section 2-10 for the modulus of elasticity for the
concrete. Compute the allowable load on the post.
Transcribed Image Text:A short post is made by filling a standard6x6x steel tube with conerete, as shown in Figure P3-67. The steel has an allowable stress of 21 600 psi. The concrete has a rated strength of 6000 psi. but, in this application, the stress is to be limited to 1500 psi. See Section 2-10 for the modulus of elasticity for the concrete. Compute the allowable load on the post.
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