msboobathi
Structural
- Aug 5, 2010
- 40
Dear all
I am designing a post fixing connection for Mezzanine steel beam to existing concrete columns
the post fixing connection fails ? Can any one share a better idea ?
column size 500mmx500mmX6mheight
Factored shear force on x direction beams = 100 kN
Factored shear force on x direction beams = 300 kN
how to deal combined effect in post fixing software. HILTI is designing only one side of the columns.
Regards
M.S.Boobathi
I am designing a post fixing connection for Mezzanine steel beam to existing concrete columns
the post fixing connection fails ? Can any one share a better idea ?
column size 500mmx500mmX6mheight
Factored shear force on x direction beams = 100 kN
Factored shear force on x direction beams = 300 kN
how to deal combined effect in post fixing software. HILTI is designing only one side of the columns.
Regards
M.S.Boobathi