Is possible to change the points of the moment-curvature curve in etabs. The program use 20 points but in sap2000 you can put the number of points ?

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Why did my curve not yield in pushover analysis?

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How to define non-linear parameters for time history direct integration case in SAP2000 using MATLAB API functions?

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Do we have to use Envelope combination for the defined loads in beam design in ETABS, SAP2000?

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Why my pushover curve is an increasing line and it isn't showing any yielding point etabs?

the building is framed tube structure

15 April 2024 5,637 2 View

Link element approach ?

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20 March 2024 402 1 View

How can we model masonry prism or wallet in Sap2000 for compressive strength test?

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28 February 2024 4,141 0 View

How to assign a plastic hinge on SAP2000 with baricenter on base node?

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16 February 2024 3,609 0 View

Can someone send me a model of a suspension bridge in Sap2000?

21 January 2024 1,233 0 View

Why my acceleration and displacement is not changing with speed when I am performing moving load analysis in SAP2000 ultimate?

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How to model the panel zone in RCC joints in ETABS? How to calculate these parameters?

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Muhammed Abbas

You didn't specify which type of element and other conditions you had used. Difference between two programs should be small. You can check the self weight if it added or not in both softwares.

Regards

Said Elias

I would suggest you that first try both with 20 points if you get same answers.

Hussam Ali Mohammed

Good question.. Please share me the best answer might you trust...

Regards…