Allowable load fail in moment in that attachment.

Allowable load for 8”

Fx=6060, Mx= 8075
Fy=7425, My= 5710
Fz=7425, Mz = 5710

As per analysis at node 330 (8”)

Fx=2371, Mx=-9036
Fy=6187, My= -1214
Fz=7118, Mz = 2996

In that case how should arrest the moment in –RX?



Attachments
645-isometric.pdf (565 downloads)