PROBLEM 3 A 4.5-meter-steel column is made of a built-up T-section. The T-section is composed of 300mm x 12mm flange and 250 mm x 10 mm web. Use Fy = 248 MPa, E = 200 GPa and both ends are hinged. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column. Using NSCP 2015, compute the allowable load of the column. C.

PROBLEM 3 A 4.5-meter-steel column is made of a built-up T-section. The T-section is composed of 300mm x 12mm flange and 250 mm x 10 mm web. Use Fy = 248 MPa, E = 200 GPa and both ends are hinged. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column. Using NSCP 2015, compute the allowable load of the column. C.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.8P

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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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PROBLEM 3
A 4.5-meter-steel column is made of a built-up T-section. The
T-section is composed of 300mm x 12mm flange and 250 mm x 10
mm web. Use Fy = 248 MPa, E = 200 GPa and both ends are hinged.
a. Using NSCP 2001, compute the axial load capacity of the section.
b. Using NSCP 2015, compute the design load of the column.
Using NSCP 2015, compute the allowable load of the column.
C.

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