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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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) st = 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
10 ft
a
P
B9 in.
9 in.
Section a-a
Part A
Determine the magnitude of the maximum allowable floor loading P.
Express your answer to three significant figures and include the appropriate units.
μA
Pmax= 158.91 kips
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