A rectangular beam having a width of 304.8 mm and an effective depth of 495.3 mm is reinforced with steel bars having an area of 34.647 cm2. The beam is made of 17,237.5-kPa concrete, and the steel has a yield-point stress of 275,800 kPa. Compute the ultimate moment this beam may resist.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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CAN SOMEONE PLEASE HELP ME WITH MY REINFORCED/PRESTRESSED CONCRETE PROBLEM. PLEASE WRITE LEGIBLY WITH COMPLETE SOLUTION. PLEASE USE NSCP 2015

A rectangular beam having a width of 304.8 mm and an effective depth of 495.3 mm is reinforced with steel bars having an area of 34.647 cm2. The beam is made of 17,237.5-kPa concrete, and the steel has a yield-point stress of 275,800 kPa. Compute the ultimate moment this beam may resist.

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