Hello
I know this is a noobish question, but I really need your help.
I have modeled the building and checked it on etabs 2016. now what I want is detailing, I followed a lot of YouTube videos, and they all give the same workflow.
the problem is when I follow it, I get the beam and column...
Hello
as the title suggests, i have an inverted beam that goes around the roof slab to act as a parapet, the columns are 500x500 and the inverted beam is 600x200 (200 out the 600 is the intersection of the slab).
my question is: should the columns rebars be extended to reach to the top of the...
Hello
I don't know if this is the right place to ask this question, so please bear with me.
As the title suggests, i have a ramp that has two slopes as shown in the attached picture, the problem is I fear that the car will scratch the asphalt if the ramp stayed like that (the height between...
Hello
as the title suggests, i have a beam that is attached on the top by a 200mm slab and rests on a 500mm slab (see attached), my question is: will this beam act as a beam?!
i am asking this since the beam wont undergo any deflection, and since there is no deflection then there will be no...
Hello
I don't know if this is the right place to post this question .so if I'm wrong tell me and I'll delete it.
I have a question regarding vertical construction joint location in reinforced concrete walls.
A building has rc walls on strip foundation surrounding the building, these walls are...
Hello
as the subject suggests , i want to know what are the specifications for using single size as back-fill material under structure i.e. a building, Do we really need to compact it or not ,isn't washing it sufficient ??
a quotation would be really appreciated.
