Dear all,
There is two rebar in a row with lapping length, 100mm.
In case that I cannot follow the standard length of anchorage length and lapping length of rebars, can I consider the as the following?
(lapping length is considered as anchorage length)
Tension force = 300kN
Rebar
a) Dia ...
Thank you,
I agree on the idea that calculating stress in S&T reinforcement is nearly impossible.
In accordance with 7.3.2, EN 1992-1-1, Eurocode gives the minimum reinforcement ratio to control crack.
As,min x σs = Kc x K x fct,eff x Act (7.1)
Could it be possible to calculate the...
Dear,
To calculate Tension stress on rebars provided on the Reinf. Foundation caused by Shrinkage and Temperature,
Considering the affect by Shirnkage and Temperature on the Reinf. Foundation, Minimum Reinforcement Rebar Ratio should be used.
To calculate specific stress on the one rebar...
Rep to GeorgeTheCivilEnineer
Thank you for your reply.
However, the small pump (ingnorable dynamic load exist) is laid on the foundation. Regardless of whether the dynamic load is large or small, if there is dynamic load, chapter 12 cannot be concerned.
(I might have mentioned on the...
Dear alls
Regarding the eurocode EN 1992-1-1, Minimum reinforcement ratio is given with eq 7.1, cl 7.3.2 and eq 9.1N, cl 9.2
As,min x σs = kc x k x fct,eff x Act (7.1)
As,min = 0.26 x fctm/fyk x bt x d (9.1N)
1. There is no tension force on the block foundation. (Such a small weigh...
