Dear JAE
Straight reinforcement is to be hooked at end of beams on outside columns i.e another case when there is not enough space we need to bend. However, I mean to say if there is enough space say 2m wall and development length is 60pi=60*25=1500mm then in seismic region 1500=1200+300 i.e...
Dear All,
Our project is an EPC project and most of our codes in the contract is American among them for concrete we are using ACI-318M-14, ACI-350M-06 etc.
We are practising Americal code these days, it's very limitless at this stage where there is no any counsellor in our office.
One of...
Dear All,
Have you got any idea of floor slabs and RCC walls connections?
I think during EQ stresses are generated due to lateral force near the connection between the floor slab and RCC wall.
I am designing PH where RC wall is connected with floor Slabs.RCC wall width is very high with...
Dear hokie66
Yes, my wall is a flexural member having biaxial moments and axial forces. I donot understand the third requirement please elaborated me with some example.
Thank you
Sushil
As per ACI 350-06 minimum reinforcement in the flexural member is given in section 10.5. I understand 10.5.1 and 10.5.2 but I don't understand 10.5.3 can anyone elaborate me this section I'm designing hydraulic machine RCC wall. This section jpg file is attached in this...
