is there anyone has pilecap design example base on eurocde? or any spreadsheet? if possible, can anyone share with me for the design example for 2P--6P pilecap design by eurocode strut-tie method?
by the way, under EC2 design, must the pile cap has vertical shear link ?
thanks very much.
I have one question about this program.
If i use this program to do RC design (say a 5 storey RC factory), some of the RC beams fail due to the shear problem, while look into the result, it failed due to the torsion moment on it. But in fact, while considering the floor RC slab can help to...
Hi all, can anyone help to solve my problem? Normally, Plate load test is used to verify the site soil bearing capacity. but normally the settlement is quite small. (say 5mm of settlement while applied pressure of 350 kpa, which means, if reach a settlement of 25mm, the pressure can be 1000...
