Define Load Pattern, Combinations, Mass Source and Diaphragms in ETABS | Residential Building Part 4

In this video, we will discuss on defining Load Pattern, Combinations, Mass Source and Diaphragms in ETABS for a Residential Building .
Part 1(Analysis of ETABS results): • Analysis of ETABS Resu...
Part 2(Introduction and Grid Formation) : • ETABS Modeling and Ana...
Part 3(Define Material and Section Properties) : • ETABS Modeling and Ana...
Part 4(Define Load Pattern, Combinations, Mass Source and Diaphragms in ETABS): • Define Load Pattern, C...
Part 5(Modeling of frame and slab): • Modeling of Residentia...
Part 6(Assign Load): • Assigning Loads to Fra...
Part 7(Analysis of Etabs Results): • Etabs Analysis of G+3 ...
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[@HeavenVlad]

yOU ARE THE BEST MY BRO, THANK YOU VERY MUCH, THANKS TO YOU I'M GOING TO HAVE A GOOD GRADE IN STRUCTURES 2, KISSES IN THE BUTT

[@samratprajapati2275]

What is the book that you are referring here? Steuctural performance?

[@alfonsonieves788]

Good Morning since Cartagena - Colombia. Why the parapet wall have 1 en self weigth multipler?

[@civilconst]

Only if you are going to model parapet wall in ETABS else put 0.

[@ndansari7869]

Tq sir

[@civilconst]

Welcome

[@alfonsonieves788]

One question. What is the diference between seismic and seismic drfit in load patterns?

[@civilconst]

The answer is in the name itself.

[@alfonsonieves788]

hi, So I must have both in the model, one to design and one to control drift@@civilconst

[@civilconst]

No. only define drift if you have to apply drift displacement directly instead of seismic force.

[@alfonsonieves788]

@@civilconst Thanks Parash. !!!