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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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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