None Q: For the frame shown in below figure,column has been reinforced with 8616 forlongitudinal reinforcement and with$10@250mm for lateral ties.1-Checked adequacy of proposed columnsection.50005000Wu-50 kN/m2-Due to some construction problems,concrete compressive strength (fe')has Wu75 KNmbeen reduced during casting process to be21MPA instead of 28MPA. Does the columnstill adequate with this deficiency inconcrete?4503-In your solution, assume that:• The column is short.• Self-weight for all concrete memberscould be neglected.• Let fy-400MPA. (50%)Column Section

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Q:: For the frame shown in below figure, column has been reinforced with 8616 for longitudinal reinforcement and with 10@250mm for lateral ties. 1-Checked adequacy of proposed column 5000 5000 Wu50 kN/m section. 2-Due to some construction problems, concrete compressive strength (fc')has Wun75 KNim been reduced during casting process to be 21MPA instead of 28MPA. Does the column still adequate with this deficiency in concrete? 450 3-In your solution, assume that: • The column is short. • Self-weight for all concrete members could be neglected. • Let fy-400MP.. (50%) Column Section

Q:: For the frame shown in below figure, column has been reinforced with 8616 for longitudinal reinforcement and with 10@250mm for lateral ties. 1-Checked adequacy of proposed column 5000 5000 Wu50 kN/m section. 2-Due to some construction problems, concrete compressive strength (fc')has Wun75 KNim been reduced during casting process to be 21MPA instead of 28MPA. Does the column still adequate with this deficiency in concrete? 450 3-In your solution, assume that: • The column is short. • Self-weight for all concrete members could be neglected. • Let fy-400MP.. (50%) Column Section

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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