Column AB is made from high strength pre-cast concrete and reinforced with four in diameter A-36 steel rods. The allowable normal stress for the high strength concrete and the steel are (allow) con = 2.6 ksi and (allow)t = 24 ksi, respectively. The modulus of elasticity for high strength concrete is 4.2 x 10³ ksi and for A-36 steel is 29 x 10³ ksi. (Figure 1) Figure 1 of 1 P Determine the magnitude of the maximum allowable floor loading P. Express your answer to three significant figures and include the appropriate units. HA 3 Pmax=158.91 kips Submit My Answers Give Up Incorrect; Try Again; 2 attempts remaining ? Provide Feedb

Column AB is made from high strength pre-cast concrete and reinforced with four in diameter A-36 steel rods. The allowable normal stress for the high strength concrete and the steel are (allow) con = 2.6 ksi and (allow)t = 24 ksi, respectively. The modulus of elasticity for high strength concrete is 4.2 x 10³ ksi and for A-36 steel is 29 x 10³ ksi. (Figure 1) Figure 1 of 1 P Determine the magnitude of the maximum allowable floor loading P. Express your answer to three significant figures and include the appropriate units. HA 3 Pmax=158.91 kips Submit My Answers Give Up Incorrect; Try Again; 2 attempts remaining ? Provide Feedb

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.6P

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Please give me the correct solution and answer this problem in principles of reinforced/presstresse concrete
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