Problem 2 A reinforced concrete beam is 300 mm wide with an effective depth of 400 mm. Use fe= 21 MPa and fy = 415 MPa. The section is reinforced with 5- 028mm bars. 1. Determine the stress in the tension steel. 2. Determine the total tensile force in the steel at nominal strength. 3. Calculate the nominal flexural strength of the section.

Problem 2 A reinforced concrete beam is 300 mm wide with an effective depth of 400 mm. Use fe= 21 MPa and fy = 415 MPa. The section is reinforced with 5- 028mm bars. 1. Determine the stress in the tension steel. 2. Determine the total tensile force in the steel at nominal strength. 3. Calculate the nominal flexural strength of the section.

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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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Problem 2
A reinforced concrete beam is 300 mm wide with an effective
depth of 400 mm. Use fe= 21 MPa and fy = 415 MPa. The
section is reinforced with 5- 028mm bars.
1. Determine the stress in the tension steel.
2. Determine the total tensile force in the steel at nominal
strength.
3. Calculate the nominal flexural strength of the section.

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