4. A 450mm x 550mm TIED column is reinforced with 12-20mm distributed evenly on the all sides. The steel cover used is 70mm. The concrete strength used is 27.65 MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram. a. Determine the design axial and moment capacity at eccentricity of 95 mm b. Determine the design axial and moment capacity at eccentricity of 350 mm

4. A 450mm x 550mm TIED column is reinforced with 12-20mm distributed evenly on the all sides. The steel cover used is 70mm. The concrete strength used is 27.65 MPa and yield strength of reinforcements is 415 MPa. Use column interaction diagram. a. Determine the design axial and moment capacity at eccentricity of 95 mm b. Determine the design axial and moment capacity at eccentricity of 350 mm

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

?DESIGN AND ANALYSIS OF AXIALLY AND ECCENTRICALLY LOADED COLUMN (NSCP 2010)

4. A 450mm x 550mm TIED column is reinforced with 12-20mm distributed evenly on the all sides. The steel cover used is
70mm. The concrete strength used is 27.65 MPa and yield strength of reinforcements is 415 MPa. Use column interaction
diagram.
a. Determine the design axial and moment capacity at eccentricity of 95 mm
b. Determine the design axial and moment capacity at eccentricity of 350 mm

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