Laserfiche WebLink
8.625x0.322 <br />44 Round HSS 2 Standardized - Steel -- <br />43 Cable PE 10 6 Standardized - Steel -- <br />No.Name Material Design Type for Design Classification Options <br />Section To Section Use Other Section Section <br />1 Default All <br />No.Name Members <br />Config.Assigned to <br />Use alternative Eq. G5-2 <br />Web crippling <br />Use alternative Eq. F2.1.3-2 <br />Use alternative Eq. F2.1.1-6 <br />Use inelastic reserve capacity <br />Members in flexure <br />Use factor acc. to A1.2(c) <br />Members falling outside the applicability limits <br />AISI S100 <br />AISC 360 <br />Design of cold-formed HSS acc. to standard <br />Cold-Formed Steel Members <br />Use effective slenderness ratio acc. to E5 <br />Single-Angle Compression Members <br />Check of the width-to-thickness ratio of elements not defined in Tab. B4.1b <br />Local Buckling <br />Bending about minor axis (Mr,z / Mc,z)ηMr,z 0.001 -- <br />Bending about major axis (Mr,y / Mc,y)ηMr,y 0.001 -- <br />Shear stress due to pure torsion (τt / τc)ητr 0.050 -- <br />Shear (Vr,z / Vc,z)ηVr,z 0.001 -- <br />Shear (Vr,y / Vc,y)ηVr,y 0.001 -- <br />Compression (Pr,c / Pc,c)ηPr,c 0.001 -- <br />Tension (Pr,t / Pc,t)ηPr,t 0.001 -- <br />Limit Values for Special Cases <br />Perform stability design <br />General <br />1 Default <br />No.Description Symbol Value Unit <br />Config. <br />1 Default All <br />No.Name Members <br />Config.Assigned to <br />Deformation in y-axis <br />Cantilever | Relative limit Lc /180 -- <br />Beam | Relative limit L /360 -- <br />Definition type Relative <br />Deformation in z-axis or in resulting axis <br />Serviceability Limits (Deflections) <br />1 Default <br />No.Description Symbol Value Unit <br />Config.