- As the load is acting at a distance from the I-beam, the weldment will experience two kinds of stresses, namely bending stress and shear stress.
- Bending moment (M) of the force can be calculated as:
M = 10000 * 60 N-mm
= 600000 N-mm
I = a *(1/6)* (3*B + H )* H2………………Eqn.1
Where,
a is the height of weld section.
For line method height (a ) is assumed to be one and for such case moment of inertia is called unit moment of inertia (Iu), so for line method Eqn.1 become
Unit moment of inertia =Iu = (1/6) * (3*B + H ) * H2………………Eqn.2
- From Eqn.2 calculate the unit moment of inertia (Iu ) of the as:
Iu = 541667.67 mm4
- Calculate bending stress ( Tb) on the welding joint as:
Tb = M * Y / Iu
= 55.384 N/ mm2
- Calculate unit area of the welding (Au) as:
Au = (B+H)*2
= 350 mm2
- Calculate shear stress ( Ts) on the welding joint as:
Ts = F/Au
= 28.571 N/ mm2
- Calculate resultant (T) of bending stress and shear stress on welding as:
T = (Tb2+Ts2) 1/2
=62. 32 N/ mm2
- Next, calculate throat thickness (t) as:
t = T/Fw
= 0.283 mm
- Finally, calculate welding leg length (s) using the following equation:
s = 1.414 * t
= 0.4 mm (approximately 0.5 mm)