Design a square tied column of smallest cross-section to carry an axial dead load of 600 kN and an axiallive load of 500 kN. Assume fc = 21 MPa and fy = 276 MPa. Use 20 mm main bars and 10 mm ties. Pu = A g = t = A st = No. of bars = Maximum steel ratio = Iti s safe ? ___

Design a square tied column of smallest cross-section to carry an axial dead load of 600 kN and an axiallive load of 500 kN. Assume fc = 21 MPa and fy = 276 MPa. Use 20 mm main bars and 10 mm ties. Pu = A g = t = A st = No. of bars = Maximum steel ratio = Iti s safe ? ___

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.2P

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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 a square tied column of smallest cross-section to carry an axial dead load of 600 kN and an axiallive load of 500 kN. Assume fc = 21 MPa and fy = 276 MPa. Use 20 mm main bars and 10 mm ties.
Pu =
A g =
t =
A st =
No. of bars =
Maximum steel ratio =

Iti s safe ? ___

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