The unsupported length without side braces 600 cm The two ends of the column are respectively connected with the other column and the second beam (on the same plane), and the section design and length of the column and the beam are the same. fy = 4200 kgf/cm^2 , fc′ = 350 kgf/cm^2 , D32 is used as the main reinforcement (db =3.22 cm, Ab =8.143 cm^2). Calculate the maximum design bending moment (Mu) and the design axis of the section Force (Pu).
The unsupported length without side braces 600 cm The two ends of the column are respectively connected with the other column and the second beam (on the same plane), and the section design and length of the column and the beam are the same. fy = 4200 kgf/cm^2 , fc′ = 350 kgf/cm^2 , D32 is used as the main reinforcement (db =3.22 cm, Ab =8.143 cm^2). Calculate the maximum design bending moment (Mu) and the design axis of the section Force (Pu).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The unsupported length without side braces 600 cm
The two ends of the column are respectively connected with the other column and the second beam (on the same plane), and the section design and length of the column and the beam are the same. fy = 4200 kgf/cm^2 , fc′ = 350 kgf/cm^2 , D32 is used as the main reinforcement (db =3.22 cm, Ab =8.143 cm^2).
Calculate the maximum design bending moment (Mu) and the design axis of the section Force (Pu).
Transcribed Image Text:25 tf
15 tf
2 t
10 tf-n
m
10 tf-m
20 tf-m
10 tf - m
40 cm
7 cm
Gravity lateral force
M
40 cm
7 cm
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