1. Determine the ultimate compressive load of a 400mm x 400mm square tied column reinforced with eight pieces of 25mm diameter longitudinal bars. Use your own values of fc' and fy. A 75mm diameter PVC pipe is inserted at the center of the column. See table for area of bars.
1. Determine the ultimate compressive load of a 400mm x 400mm square tied column reinforced with eight pieces of 25mm diameter longitudinal bars. Use your own values of fc' and fy. A 75mm diameter PVC pipe is inserted at the center of the column. See table for area of bars.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. Determine the ultimate compressive load of a 400mm x 400mm square tied column reinforced with eight pieces of 25mm diameter longitudinal bars. Use your own values of fc' and fy. A 75mm diameter PVC
pipe is inserted at the center of the column. See table for area of bars.
2. A 300mmx400mm beam is reinforced with 4 pieces 25mm diameter bars. See table for area of bars. The beam has an opening at the center to accommodate utilities measuring 100mmx200mm. Calculate the
ultimate moment capacity of this beam. Use your own values of fc' and fy. Assume the steel is centrally located.
300
100
fc'
fy
400
Mpa
Mpa
19.9
281
200
0000](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffcd7be42-3147-45fc-ae06-b9757b3bb752%2F2287e2e7-a598-40cd-bdb7-d624a0eaebcd%2Fgkbqpv8_processed.png&w=3840&q=75)
Transcribed Image Text:1. Determine the ultimate compressive load of a 400mm x 400mm square tied column reinforced with eight pieces of 25mm diameter longitudinal bars. Use your own values of fc' and fy. A 75mm diameter PVC
pipe is inserted at the center of the column. See table for area of bars.
2. A 300mmx400mm beam is reinforced with 4 pieces 25mm diameter bars. See table for area of bars. The beam has an opening at the center to accommodate utilities measuring 100mmx200mm. Calculate the
ultimate moment capacity of this beam. Use your own values of fc' and fy. Assume the steel is centrally located.
300
100
fc'
fy
400
Mpa
Mpa
19.9
281
200
0000
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