WeldCalc20100214-1

WeldCalc Program

HomeWelds in Shear, Bending, Torsion and Axial LoadingWeldCalcSheetAnalysis Options1234567

Documentation89101112

Data Storage NoteAt present data can be stored for 200 weld design checks. Using the StoreReference Numbers 1001 to 1200, this data can be retrieved & modified.

Additional data rows in multiples of 10 can also be added and or deletedto suit design needs. Two click buttons in the header of worksheet "Store"can be used for this purpose.WeldCalc20100214 2001-10 Dr Shaiq Khan, Techno Consultants Ltd

Welds

Company:ABC CompanyWeldCalc20100214 2001-10 Dr Shaiq Khan, Techno Consultants LtdAddress:XYZ Street, City, Country, Post CodeUser Registration No:Unregistered CopyTel: 0123456789 Made by Date Page No Project: Client: Checked Job No Revision Element:Weld Group in X-Y PlaneWeld Group in Direct Shear, Bending and TorsionUser Reference:Main Truss JointDataStore No:1010Weld Description:Weld throat thickness of 4.9 mm and 7.4 mm representing the plate thicknessApplied Loads:Load Position from Origin:Load Position from Centroid:Load Eccentricity Moments at Centroid:0DirectionMag kNXo mmYo mmZo mmXc mmYc mmZc mmMx kNmmMy kNmmMz kNmmMaximum X & YFx kN
Khan: Load in x-direction:+ve direction as shown54737037.000-20,239.098.5152.5Sign Convention Fy kN
Khan: Load in y-direction:+ve direction as shown0.0000Minimum X & YFz kN
Khan: Load in z-direction:+ve direction as shown5220370.037.019,314.0-0.0-98.5-152.5Strength Check:Applied Moments:Resultant Moments on the Weld Group:Range of X &YDesign Strength:Mx kNmmMy kNmmMz kNmmEquivalent Stress Calculation Method:Mx kNmmMy kNmmMz kNmm1973050.280 kN/mm2
Khan: Weld strength in kN/mm2 (e.g. using BS5950 the weld strength for S275 Grade is 0.215 kN/mm2, clause 6.6.5). In writer's opinion, this strength is SHEAR when the fe stress option is VonMisesShear or SRSS and AXIAL when the fe option is VonMisesAxial.
Khan: Moment about x-axis:+ve as shown (anti clockwise looking into the origin)
Khan: Moment about y-axis:+ve as shown (anti clockwise looking into the origin)
Khan: Moment about z-axis:+ve as shown (anti clockwise looking into the origin)SRSS
Khan: In writer's opinion, this option is VonMisesShear or SRSS when the user specified weld strength is SHEAR and VonMisesAxial when the specified weld strength is AXIAL.Sqrt [fx^2 + fy^2 + fz^2]19,314.0-0.0-20,239.0Scale3.05Induced Max Stress:Centroid of Weld Group from Origin:Weld Group Properties about its Centroid (x to u-axis angle = 0 deg):Plot Origin0.215 kN/mm2Xo mmYo mmZo mmIxx mm4Iyy mm4Ixy mm4Iuu mm4Ivv mm4Ipp mm41010