Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft).
why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
Can you please attach the STAAD model and mention the node number where you are creating the connection?
Thanks for your response .
file are attached . Please check Node 24
ware house 1.STD
I tried with your model but could not match the values. I am getting much less values in output. Can you please check and let me know if the file is correct?
Also please let me know what version you are using?
If possible upload the .rcc and .rsd files so that I can get the connections designed by you to check quickly.
For better understanding, i modeled new simple frame.
please check beam forces and moment taken in column cap connection design.
files are uploaded.
I am using STAAD.Pro Advanced CONNECT Edition - Version 22.00.00.15
If you notice the bending moment diagram for the whole frame, you will notice that the column is having 2 beams connected to it having different end moments. So, the effective moment acting on the column will be the difference between the two. That effective moment has been taken in the calculation.
Answer Verified By: zeeshan haider
Got it .