Dear Sir/Madam,
We as a Technipfmc limited using your softwares Staad Pro and Ram Connection.
There is a discrepancy in the design of Shear Connection in same version of Ram Connection(Ram Connection Standalone 11) done by two vendors. Basically “zp” considered for calculating bolt shear is different in both cases where as all the factors remaining same.
Attached two files are for ready reference.
Please confirm the reason for the difference and the correct option.
(Please visit the site to view this file)(Please visit the site to view this file)