Tubular column TC1
Enter the member data; the design is re-checked to IS 800:2007 as you type. Lengths in m, section dimensions in mm, forces in kN, moments in kNm (factored values unless stated).
Member
Cross section
0 = automatic (Iy ≥ 1.1 Iz)
Material
fy is taken from IS 800 Table 1 for the governing thickness
Length and end restraints
0 = full length (no intermediate bracing)
0 = Ly; used for lateral torsional buckling
Loads
same sign = single curvature
Lacing / battens and connections
40° - 70° to the member axis
0 = auto (≥ 3d)
0 = auto
0 = auto (Cl. 7.7.3)
0 = auto (≥ a/50)
Tack connections
Column base (slab base, Cl. 7.4)
0 = auto
0 = auto