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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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