Jhabindra Poudel

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Questions related from Jhabindra Poudel

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

When using the ENVELOPE load combination in SAP2000, ETABS it overdesigns the section for horizontal line members like beams. This is also stated by https://lnkd.in/dbUj2rnp But, in practice...

30 April 2024 1,681 0 View

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

In FEM software like ETABS, there is a confusion to model the panel zones for RCC joints (beam and column assembly).

04 January 2024 3,091 0 View

Is it relevant to check the Strong Column-Weak Beam in top story of the building or the building having only one story?

We, know that the strong column and weak beam condition must satisfy the condition in the building, however in case of one story building or at the top of the building, the single column is...

19 December 2023 7,037 0 View

What is the best way to define Soil Pressure as dead or live load in ETABS/SAP2000?

During the modeling of the basement shear wall in the buildings, we need to assign the hydrostatic load as well as the earth pressure load confirming the out-of-plane direction. So, my query is...

11 November 2023 7,855 0 View

Which model either moment hinge rotation or fiber hinge model can dissipates more energy ?

While doing energy based seismic design with non- linear time history analysis in perform 3D, our main target is to find the maximum amount of energy dissipation from structural components?...

24 August 2020 4,890 2 View