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8.625x0.322 44 Round HSS 2 Standardized - Steel -- 43 Cable PE 10 6 Standardized - Steel -- 42 Round HSS 18x0.500 2 Standardized - Steel -- 41 Round HSS 18x0.375 2 Standardized - Steel -- 40 Round HSS 5x0.188 2 Standardized - Steel -- 12.75x0.375 39 Round HSS 2 Standardized - Steel -- 38 Round HSS 18x0.500 2 Standardized - Steel -- 37 Sqr HSS 10x10x0.250 2 Standardized - Steel -- 36 Rect HSS 8x4x0.250 2 Standardized - Steel -- 35 Round HSS 14x0.375 4 Standardized - Steel -- 34 Rect HSS 10x6x0.250 2 Standardized - Steel -- 33 CHS 3.500/0.165/H 2 Parametric - Thin-Walled -- 32 CHS 3.500/0.365/H 2 Parametric - Thin-Walled -- 31 CHS 4.724/0.236/H 2 Parametric - Thin-Walled -- 29 Rect HSS 8x6x0.250 2 Standardized - Steel -- 28 Sqr HSS 8x8x0.250 2 Standardized - Steel -- 27 Sqr HSS 6x6x0.250 2 Standardized - Steel -- 26 7 x 19 Cable 3/8 6 Standardized - Steel -- 10.75x0.375 25 Round HSS 2 Standardized - Steel -- 24 Round HSS 5x0.188 2 Standardized - Steel -- 23 Rect HSS 8x6x0.250 2 Standardized - Steel -- 22 Sqr HSS 8x8x0.250 2 Standardized - Steel -- 21 Sqr HSS 10x10x0.250 2 Standardized - Steel -- No.Name Material Design Type for Design Classification Options Section To Section Use Other Section Section 1 Default All No.Name Members Config.Assigned to Single-Angle Compression Members Check of the width-to-thickness ratio of elements not defined in Tab. B4.1b Local Buckling Bending about minor axis (Mr,z / Mc,z)ηMr,z 0.001 -- Bending about major axis (Mr,y / Mc,y)ηMr,y 0.001 -- Shear stress due to pure torsion (τt / τc)ητr 0.050 -- Shear (Vr,z / Vc,z)ηVr,z 0.001 -- Shear (Vr,y / Vc,y)ηVr,y 0.001 -- Compression (Pr,c / Pc,c)ηPr,c 0.001 -- Tension (Pr,t / Pc,t)ηPr,t 0.001 -- Limit Values for Special Cases Perform stability design General 1 Default No.Description Symbol Value Unit Config.