For the section given in the figure, considering the following cases: i) Pure axial compression ii) 111) Ecu 0.003. Esu 0.010 Pure axial tension Materials C25/S420 d'=40 min Obtain the Mr and Nr internal force capacities by using the equilibrium equations. Draw the interaction diagram by using these values. (Use the equivalent rectangular stress block assumption.) 21 21 40 cm 8020 4 16 16 4 50 cm

For the section given in the figure, considering the following cases: i) Pure axial compression ii) 111) Ecu 0.003. Esu 0.010 Pure axial tension Materials C25/S420 d'=40 min Obtain the Mr and Nr internal force capacities by using the equilibrium equations. Draw the interaction diagram by using these values. (Use the equivalent rectangular stress block assumption.) 21 21 40 cm 8020 4 16 16 4 50 cm

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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