frame building has floor height , =25 ft. It is subjected to service dead-load moments M2= 3500 k-in. on top and M=2500 k-in. at the bottom. The service live load moments are 80% of the dead-load moments. The column carries a service axial dead-load Pp = 200 k and a service axial live-load PL = 350 k. Design the cross section size and reinforcement for this column. Given YA = 1.3 and YB =0.9. Use a d'=2.5 in. cover with an sustain load = 50 % and f. =7 ksi and f, = 60 ksi. %3D %3D %3D %3D %3D

frame building has floor height , =25 ft. It is subjected to service dead-load moments M2= 3500 k-in. on top and M=2500 k-in. at the bottom. The service live load moments are 80% of the dead-load moments. The column carries a service axial dead-load Pp = 200 k and a service axial live-load PL = 350 k. Design the cross section size and reinforcement for this column. Given YA = 1.3 and YB =0.9. Use a d'=2.5 in. cover with an sustain load = 50 % and f. =7 ksi and f, = 60 ksi. %3D %3D %3D %3D %3D

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

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A rectangular braced column of a multistory frame building has
floor height 4 =25 ft. It is subjected to service dead-load
moments M2= 3500 k-in. on top and M1=2500 k-in. at the
bottom. The service live load moments are 80% of the dead-load
moments. The column carries a service axial dead-load Pp =
200 k and a service axial live-load P = 350 k. Design the cross
section size and reinforcement for this column. Given YA = 1.3
and YB = 0.9. Use a d'=2.5 in. cover with an sustain load = 50 %
and f. = 7 ksi and f, = 60 ksi.
%3D
%3D
%3D
%3D

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