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Output:- Enter Tensile Load Carried By Angle Section in kN:200.0 Enter Dimensions Of Angle Section (LxBxT) in mm:150.0 115.0 8.0 Enter Permissible Shear Stress (Ps) in N/mm2:110.0 Enter Centre of Gravity from steel table (Cxx) in mm:44.6 Enter Size Of Fillet Weld (s) in mm:6.0 Distance of longitudinal centroidal axis of Angle from top Flange: 44.6 mm Safe Load on weld per mm Length: 462 N/mm Total Resistance of the Weld to the tension in member: 432.9 mm Taking Moment about the upper weld line, Length of weld at the bottom Extremity(x2) 128.7 mm Length of weld at the Top Extremity(x1) 304.2 mm

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Page 1: Output

Output:-

Enter Tensile Load Carried By Angle Section in kN:200.0

Enter Dimensions Of Angle Section (LxBxT) in mm:150.0 115.0 8.0

Enter Permissible Shear Stress (Ps) in N/mm2:110.0

Enter Centre of Gravity from steel table (Cxx) in mm:44.6

Enter Size Of Fillet Weld (s) in mm:6.0

Distance of longitudinal centroidal axis of Angle from top Flange: 44.6 mm

Safe Load on weld per mm Length: 462 N/mm

Total Resistance of the Weld to the tension in member: 432.9 mm

Taking Moment about the upper weld line,

Length of weld at the bottom Extremity(x2) 128.7 mm

Length of weld at the Top Extremity(x1) 304.2 mm

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