How would you check for punching shear for ground beams bearing directly onto piles. Would the shear o0nly be check at column face as the beam wouldn't be wide enough to do a check at 2d?
The particular one you posted is just a commentary and does not contain a pdf file or similar. There are some AD's that are written in this way and are posted only as written info, others are pdf. All AD's are quite short, 1 to possibly 3 pages.
Can any one tell me what are the codes for design of steel structure in Egypt.
Also how to account for seismic load i.e., seismic zonal map, soil condition, PGA, method of analysis etc.?
When I searched it on google, I found few research paper but no official code or link for the code?
Any help will be appreciated.
Thanks in advance.