A 300 mm X 500 mm reinforced concrete edge beam is monolithically casted to a 100 mm slab.The beam is an interior beam reinforced with 5 – Ø25 mm bars for tension and 010 mm bars forstirrups. If a Ø120 mm and a Ø80 mm pipe pass through the beam's cross-section, the center ofthe pipes are located 90 mm and 115 mm, respectively from the top of the flange. Determine thefollowing using an f'c = 25 MPa and fy = 415 MPa:Use NSCP 2015 to layout the reinforcement of this beam.The overhanging flange width, if the depth of compression block is just enough toinclude the two pipes.a.i.ii.Ultimate Moment Capacity of the Beamii.Balanced Steel Ratioiv.Centroid of the Beam's Cross Section neglecting the reinforcement.

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Answered: The overhanging flange width, if the…

The overhanging flange width, if the depth of compression block is just enough to include the two pipes. Ultimate Moment Capacity of the Beam Balanced Steel Ratio

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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DIRECTION. IDENTIFY THE ZERO FORCE MEMBER/S.