How To Analysis and Design Water Tank In ETABS & SAFE 2023

In this educational video, we will analyze and design a water source buried in the soil in static conditions.Dont forget to see the new update to this tutorial that is so complete. First, we assume that the wall is not cracked, and after the initial analysis, we check the cracking of the walls, The walls are cracked, we will modify their out-of-plane bending stiffness coefficients. Also, in order to make the design of the wall more economical, the thickness of the walls will be variable in height. To design the walls we will use general reinforcing option. Most of the moment is formed at the bottom of the wall and therefore most of the bending rebars will be reported in the region. Finally, we will use SAFE v16 to design the foundation
#ETABS#WaterTank#WallGeneralReinforcing

[@RD-gj4ki]

DID YOu consider the weight of the walls on the when designing the slab in SAFE?

[@MrEngineerO]

Thank you for watching
structural walls weight are considered in etabs

[@smokelm35]

good job
what if we use 0.35 modifier from begin

[@vasubhadania]

Can you please make a video on design of staircase.... Modeling is possible I want to know if design of staircase is possible......

[@Johnny_Nelson]

Can it be defined "joint patterns" in ETABS?, for instance dynamic water load

[@MrEngineerO]

joint patterns exist only in sap2000

[@mohab96]

Why did you not add rebar ?

[@Amla09]

Can't you make the foundation in etabs also?

[@MrEngineerO]

Yes it can be done
Please watch my other tutorials about structure with foundation design with this link
th-cam.com/video/0X4Zkprjgns/w-d-xo.html

[@ahmedkamal7738]

Brother it is wrong to design water tank wall by etabs because pier force do not consider horizental moments

[@M.Lozano]

6:07 POR QUE MODIFICA CON ESOS FACTORES?

[@carlosmolinatorres9967]

Eso dice la norma el ACI son factores de reducción de rigidez. Hay 0.70 para muros no agrietados y 0.35 para muros agrietados

[@syedarsalanali8506]

Instead of music.. You can explain the working..

[@abd-allahessam7598]

3 x 4.7 x 2 = 28.2 not 12.40

[@MrEngineerO]

Thank you for your attention

[@engamirsamyfaragalla4726]

Fr=1.9 *lampa*sqrt Fc AS PER CODE NAME ??
ACI CODE
Fr=0.62 LAMPA SQRT FC

[@MrEngineerO]

Dear engineer, thank you for your attention.
fr in ACI is based on PSI and can be converted to kgf/cm2 as follows:
fr=7.5√f'c in PSI=7.5(0.070307*(√(f'c/0.070307)))=1.9√f'c in kgf/cm2