Design the longitudinal steel and the cross section of the beam shown, consider concrete that indicates fy = 4200 kg/(cm²), 1/2 stirrups and 2.5 cm coatings. 1 m 0.5 T 2 m 0.2 T 6.5 m Calculate top rods per steel (min) asmin If f'c = 200 kg/cm² 1.5 T/m

Design the longitudinal steel and the cross section of the beam shown, consider concrete that indicates fy = 4200 kg/(cm²), 1/2 stirrups and 2.5 cm coatings. 1 m 0.5 T 2 m 0.2 T 6.5 m Calculate top rods per steel (min) asmin If f'c = 200 kg/cm² 1.5 T/m

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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Design the longitudinal steel and the cross section of the beam shown, consider concrete
that indicates fy = 4200 kg/(cm²), 1/2 stirrups and 2.5 cm coatings.
1m
0.5T
2m
0.2T
6.5m
Calculate top rods per steel (min) asmin
If f'c = 200kg/cm²
1.5T/m

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Step 1: Introducing given data

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Step 2: Calculate reaction

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Step 3: Calculation max moment

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Step 4: Calculate As1

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Step 5: Calculate Mu2

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Step 6: Check compression steel yielding

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Step 7: Calculate As' & As

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