Situation no. 1: Calculate the bending stresses in the concrete and the reinforcing steel, using the transformed area method: fc= 3000 psi, normal- weight concrete, n= 9, M = 250 ft-k. %3D -bym 60 in. - 1. Bending stress of concrete. a 0.057psi My = 5 in. b. 57ksi C. 6840 ksi d= 28 in. A,6 hars d. 684psi e. 2. Bending stress of steel. a. 24.4ksi b. 2.03 ksi C. 24354.00ksi b12 in. d. 2.71ksi e.
Situation no. 1: Calculate the bending stresses in the concrete and the reinforcing steel, using the transformed area method: fc= 3000 psi, normal- weight concrete, n= 9, M = 250 ft-k. %3D -bym 60 in. - 1. Bending stress of concrete. a 0.057psi My = 5 in. b. 57ksi C. 6840 ksi d= 28 in. A,6 hars d. 684psi e. 2. Bending stress of steel. a. 24.4ksi b. 2.03 ksi C. 24354.00ksi b12 in. d. 2.71ksi e.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Situation no. 1: Calculate the bending stresses in the concrete and the reinforcing steel, using the transformed area method: fc= 3000 psi, normal-
weight concrete, n= 9, M = 250 ft-k.
%3D
-bym 60 in. -
1. Bending stress of concrete.
a
0.057psi
My = 5 in.
b.
57ksi
不
A,=6 hars
C.
6840 ksi
d= 28 in.
684psi
e.
2. Bending stress of steel.
a.
24 4ksi
b.
2.03 ksi
C.
24354.00ksi
2.71ksi
b12 in.
d.
e.
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