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...
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...
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...
I am study a case which is quite difficult so I will Open this thread to ask my questions, so please help as much as you can
1. I found a sheet calculating moments based on a model of stress strain curve(concrete) by making different layers instead of using Whitney block, and I suppose this...
