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good jobwhat if we use 0.35 modifier from begin
DID YOu consider the weight of the walls on the when designing the slab in SAFE?
Thank you for watchingstructural walls weight are considered in etabs
Can it be defined "joint patterns" in ETABS?, for instance dynamic water load
joint patterns exist only in sap2000
Why did you not add rebar ?
6:07 POR QUE MODIFICA CON ESOS FACTORES?
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
Can you please make a video on design of staircase.... Modeling is possible I want to know if design of staircase is possible......
Can't you make the foundation in etabs also?
Yes it can be donePlease watch my other tutorials about structure with foundation design with this linkua-cam.com/video/0X4Zkprjgns/v-deo.html
Brother it is wrong to design water tank wall by etabs because pier force do not consider horizental moments
Instead of music.. You can explain the working..
3 x 4.7 x 2 = 28.2 not 12.40
Thank you for your attention
Fr=1.9 *lampa*sqrt Fc AS PER CODE NAME ?? ACI CODE Fr=0.62 LAMPA SQRT FC
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
good job
what if we use 0.35 modifier from begin
DID YOu consider the weight of the walls on the when designing the slab in SAFE?
Thank you for watching
structural walls weight are considered in etabs
Can it be defined "joint patterns" in ETABS?, for instance dynamic water load
joint patterns exist only in sap2000
Why did you not add rebar ?
6:07 POR QUE MODIFICA CON ESOS FACTORES?
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
Can you please make a video on design of staircase.... Modeling is possible I want to know if design of staircase is possible......
Can't you make the foundation in etabs also?
Yes it can be done
Please watch my other tutorials about structure with foundation design with this link
ua-cam.com/video/0X4Zkprjgns/v-deo.html
Brother it is wrong to design water tank wall by etabs because pier force do not consider horizental moments
Instead of music.. You can explain the working..
3 x 4.7 x 2 = 28.2 not 12.40
Thank you for your attention
Fr=1.9 *lampa*sqrt Fc AS PER CODE NAME ??
ACI CODE
Fr=0.62 LAMPA SQRT FC
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