Sheet1Steel Column Checking Steel Profile UC"254x254x107"Loading DetailsGrade of Steel=355N/mm2Compression Load 1835 kNDepth of Section (h)=266.7mmMajor Axis Bending Moment100 kN-mWidth of Section (b)=258.8mmMaximum Shear Force12.50 kNThickness of web(tw)=12.8mmSection ClassificationTickness of Flange(tf)=20.5mmFlanges5.38
HP4000SFF-02: HP4000SFF-02:c/tf = Flange Sectionc=(b-tw-2r)/2

Root of Radius( r )=12.7mmWeb15.65
HP4000SFF-02: HP4000SFF-02:c/tw = Web Sectionc=(h-2tf-2r)Second Moment of Inertia ( x-x axis)=17500cm4Class TypeSecond Moment of Inertia ( y-y axis)=5930cm4Flanges7.32
HP4000SFF-02: HP4000SFF-02:Epsilon=(235/fy)^0.5Flange= 9*epsilonClass 1Radius of Gyration (x-x axis)=11.3cmWeb 58.58
HP4000SFF-02: HP4000SFF-02:HP4000SFF-02:Epsilon=(235/fy)^0.5web=72*epsilonClass 1Radius of Gyration (y-y axis)=6.59cmCheck1: Compression Resistance4828 kN
HP4000SFF-02: HP4000SFF-02:Nc,Rd=Afy/mo (class 1,2 or 3 Sections)mo=1PassElastic Modulus (x-x axis)=1310cm3Check2: Major Axis Bending Resistance 525.40
HP4000SFF-02: HP4000SFF-02:Mcy,Rd=(Wpl,y)*fy/mo mo=1PassElastic Modulus (y-y axis)=458cm3Check3: Shear Resistance of Cross Section773.17
HP4000SFF-02: HP4000SFF-02:Vpl.Rd = Av*(fy/3^0.5)/moAv=A-2*b*tf+(tw+2*r)*tfAv>*hw*twPassPlastic Modulus (x-x axis)=1480cm3Check4: Cross Section Under Bending and Axial ForceCondition (i) 1207.00
HP4000SFF-02: HP4000SFF-02:Condition (i) NED