Dear All,
We have water tank, and some conduits (electrical) are penetrating.
herein they suggest to use pedal flange pipe to avoid leakage .
can any body explain how it works.
Dear All,
In the prepared shop drawings for steel reinforcement by supplier he did the following:
for columns, overlap in the middle of column
while in shear walls overlap at the bottom of verticals
The Slab is PT,
I do understand the for both columns and shear walls the zero moment will be...
Dear All,
In the tower, which I am working in ,there is water tank on L25-l26, however there is one attic slab below L26 .
So my question ,what is the purpose of the attic slab?
Regards
Dear All,
My question that some times in water tank the horizontal bars are coming at the inner side of the wall section, instead of the outer face.
I believe this depends on the deflected shape and if the tank is deep or shallow.
Thus, can any one explain the location of horizontal and...
Now I fully understand it,[afro2]
But this will involve manual calculations, however municipality employee said etab can calculate it, is this possible?(I think ETABS cant do it, we have to do it manually !!!right!!!)
Thank you again
Dear Kootk
I do appreciate your help so much, to be honest it is not clear 100 %, thus I decide to read ACI code before I continue the discussion with you. Let me now summarize what I understand and then you can correct me or add what you see proper.
They are 3 types of system to be used...
Thank you
Could you clarify what you said more, preferably with example.Since I need to get the full picture
One comment, As far as I know plastic hinges will be developed in order to redistribute the moment again, after reaching the capacity moment where plastic hinges occur(But I don't...
I was attending municipality discussion about building design(to listen only),and through the discussion the municipality employee tell that since the building is ductile the calculation of shear done by etabs is not enough(gravity shear) ,and he open the details summary of a member, which...
Thank you all,
Kootk, just to make things clear, The ACIs Simplified cutoff are clauses dealing with development length, integrity requirements ,etc (Right. this what you meant)
Thank you
Hi Guys
We all know that we can calculate shear at different locations then assign different link to every area according to shear forces, what I am looking for what is the approximate distance from face of support to calculate shear for second area(assume beam is divided into two zones of...
maybe some of you are not capable to view from attachment
kindly see
page 1
http://postimg.org/image/7l1d1h4yn/
page 2
http://postimg.org/image/j0gj2uylf/
JoshPlum you are right(please see the attachment)
Ingenuity and IDS I enjoyed reading the paper
Guys ,I extended the discussion for further clarification kindly see the attachment(I was not able to write here because I need to use word tables),kindly see the attachment...
Finally I would like to thank you all ,and I appreciate all your help ,and I am really keen if rapt can guide me more so I can find my way and clear all the doubts
