Structural Engineering – Page 2

design of footing

Oct 6, 2021

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How to design Footing for Axial plus biaxial load

What is the best way to create a one way ribbed slab in RSA to get the best results? Is it by defining the slab properties under the orthotropic (new thickness), or by modelling the topping as a panel and the ribs as bar elements?

In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?

Aug 18, 2020

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Himal

In ETABS, while using stifness modifiers(SM) we should check modal participating mass ratio in SM for service condition or SM for ultimate condition?

zero modal mass participation during analysis and zero base shear due to RSx and RSy, and how to do correction?

Aug 11, 2020

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Mukesh

Dear sir, While doing analysis of a building, I found that the mass participation is zero and time period is unusually large and the base shear is zero due to dynamic analysis so the scaling also cannot be done. It would be a great help if you can suggest me the corrections that I can…

PERFORMANCE BASED SEISMIC DESIGN

Aug 5, 2020

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PRAVEEN

HOW DO WE CALCULATE RESPONSE REDUCTION FACTOR IN PERFORMANCE BASED SEISMIC DESIGN OF BUILDING.. CAN ANYBODY TELL THE PROCEDURE…

Question Categories: Structural Engineering

design of footing

Robot Structural analysis

zero modal mass participation during analysis and zero base shear due to RSx and RSy, and how to do correction?

PERFORMANCE BASED SEISMIC DESIGN