Hi all!
Lastly I've been dealing with some sand jacks placed near the border of the pier cap of a bridge. (Ø20cm, 20cm from axis to border of the pier cap)
I've been required to justify if it's neccesary to provide an specific reinforcement due to this temporary load. ¿Do you know where I can...
Hi all!
I've a question about shear reinforcements in a pile.
In my worksite the rebar provider has send us the rebar cage shear reinforcement in a different way is was in the construction drawings.
Link
Link
In original drawings, the details was like this (there was a hook):
Link
Is this...
I'm designing a wall wich requires crack width checking (spanish code). In a transient state crack width check fails, but for the final state it's ok.
Transient state duration will be maximum 2 months.
Any suggestion about how to consider this issue? As I understand, crack width should be...
Hi all!
When evaluating the earth pressure forces in a wall wich is supporting a cohesive soil, we use to consider the effective parameters (effective friction angle and effective cohesion). I've always done this in this way by inertia because I was taught to to that. (consider water table at...
