3. A 150X 100 X 15 mm mild steel angle is to be welded to a mild steel plate by fillet
weld along the edge of 150mm leg. A tensile load of 200kN acts through the gravity
axis of the angle. Determine weld lengths if the centre of gravity is at distance of
50mm from end B as shown in the figure below. The allowable shear stress in weld
material is 73N/mm2�
Given static loading =200 kN = 300 "\\times 10^3" N ,here dimension is given as 200 "\\times 150\\times 10" ,
permissible shear stress= 73 "\\frac{kN}{mm^2}" ,here a+b=200
s= size of weld = thickness= 10 ,we know that
for single weld
"200 \\times 10 ^3=0.707 \\times s \\times l\\times \\tau"
on putting value we can get value of l
l= 303.09 mm
"l_a+ l_b=565.77"
now distance of centroidal axis from bottom angle
b=55.3 and a= 144.7 so
"l_a= \\frac{l\\times b}{a+b}"
"l_a=156.44" and "l_b= 358.88"
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