Question 12011A reinforced concrete circular section of 50,000 mm² cross-sectional area carries 6 reinforcing bars whose total area is500 mm². If the concrete is not be stressed more than 3.5 MPa and modular ratio for steel and concrete is 18, the safeload the column can carry will be nearly

Given data- Number of bars n=6, Total area of steel bars As=500 mm2, Area of concrete Ac=50,000 mm2,…

Question 12011 A reinforced concrete circular section of 50,000 mm² cross-sectional area carries 6 reinforcing bars whose total area is 500 mm2. If the concrete is not be stressed more than 3.5 MPa and modular ratio for steel and concrete is 18, the safe load the column can carry will be nearly

Question 12011 A reinforced concrete circular section of 50,000 mm² cross-sectional area carries 6 reinforcing bars whose total area is 500 mm2. If the concrete is not be stressed more than 3.5 MPa and modular ratio for steel and concrete is 18, the safe load the column can carry will be nearly

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.

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