Q2): The column with section shown below in Fig. (2) is subjected to an ultimate load Pu-500 kN applied at eccentricities ex-120mm and ey=180mm. check the adequacy of the section and detail the tie reinforcement according to ACI code. y 180 400 Fig. (2) 8022 300 X

Q2): The column with section shown below in Fig. (2) is subjected to an ultimate load Pu-500 kN applied at eccentricities ex-120mm and ey=180mm. check the adequacy of the section and detail the tie reinforcement according to ACI code. y 180 400 Fig. (2) 8022 300 X

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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Question

Q2): The column with section shown below in Fig. (2) is subjected to an ultimate load Pu=500
kN applied at eccentricities ex-120mm and ey=180mm. check the adequacy of the section
and detail the tie reinforcement according to ACI code.
y
120
400
Fig. (2)
8022
300
PH
180
X

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