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DESIGN OF FASTENERS
AND WELDED JOINTS UNIT 3
PROBLEM IN WELED JOINTS
A plate of 200mm width is welded to a vertical plate by fillet welding
on three sides to form a cantilever with an overlap of 150 mm and
overhang of 400 mm. A vertical down ward load of 35 kN is applied
at free end for a weld stress of 75 N/mm2. Determine the size of the
weld.
Given:
Load, P = 35 kN = 35000 N
Weld width, b = 150 mm
Weld depth, d = 200 mm
Allowable shear stress of
weld,
[τ] = 75 N/mm2
PROBLEM IN WELED JOINTS
Solution
: Step I : Fix the centroid of weld
PROBLEM IN WELED JOINTS
Step II : Calculate the direct / primary shear stress, τ1
PROBLEM IN WELED JOINTS
Step III : Calculate the secondary shear stress due to twisting, τ2
PROBLEM IN WELED JOINTS
e - Eccentricity, distance between the centroid of weld and line of
action of load
PROBLEM IN WELED JOINTS
PROBLEM IN WELED JOINTS
A 50 mm diameter solid shaft is welded to a flat plate as shown in
Fig. 10.25. If the size of the weld is 15 mm, find the maximum
normal and shear stress in the weld
Solution. Given : D = 50 mm ; s = 15 mm ; P = 10 kN = 10 000 N ; e
= 200 mm
Let t = Throat thickness. The joint, as shown in Fig. 10.25, is
subjected to direct shear stress and the bending stress. We know that
the throat area for a circular fillet weld, A = t × π D = 0.707 s × π D
= 0.707 × 15 × π × 50 = 1666 mm2 ∴ Direct shear stress,
PROBLEM IN WELED JOINTS
PROBLEM IN WELED JOINTS
Maximum normal stress
PROBLEM IN WELED JOINTS
PROBLEM IN WELED JOINTS
A bracket is welded to the welded column by means two fillet welds
as shown in fig. determine the size of welds, if permissible shear
stress in weld is limited to 70 N/mm2.
Given:
Load, P = 10 kN = 10000 N
Weld width, b = 50 mm
Weld depth, d = 100 mm
Allowable shear stress of weld, [τ] = 70 N/mm2
PROBLEM IN WELED JOINTS
Step I : Calculate the direct / primary shear stress, τ
PROBLEM IN WELED JOINTS
Step II : Calculate the bending stress due to Bending Moment, σb
PROBLEM IN WELED JOINTS
PROBLEM IN WELED JOINTS
A welded joint as shown in figure is subjected to an eccentric load of
2 kN. Find the size of the weld, if the maximum shear stress in the
weld is 25 MPa.
PROBLEM IN WELED JOINTS
Given:
Load, P = 2 kN = 2000 N
Weld width, b = 40 mm
Weld depth, d = 40 mm
Allowable shear stress of weld, [τ] = 25 N/mm2
PROBLEM IN WELED JOINTS
Step I : Calcu
late the direct / primary shear stress, τ
PROBLEM IN WELED JOINTS
Step II : Calculate the bending stress due to Bending Moment, σb
PROBLEM IN WELED JOINTS
PROBLEM IN BOLTS AND JOINTS
A steel plate subjected to a force of 5kN and fixed to a channel by means of three
identical bolts is as shown in Fig. the bolts are made from plain carbon steel 45C8 and the
factor of safety is 3. Specify the size of bolts.
Given:
Load, P = 5 kN = 5000 N
Yield strength of 45C8 bolt material,
σy= 380 N/mm2
Factor of safety = 3
Allowable shear stress of weld,
[τ] = (0.5 σy) / Factor of safety = (0.5x380)/3 = 63.3 N/mm2
PROBLEM IN BOLTS AND JOINTS
PROBLEM IN BOLTS AND JOINTS
PROBLEM IN BOLTS AND JOINTS
PROBLEM IN BOLTS AND JOINTS
PROBLEM IN THREADED JOINTS –
STEAM ENGINE CYLINDER HEAD
FOR VARIABLE LOAD (SOLDERBERG
EQN.)A steam engine of effective diameter 300 mm is subjected to a steam pressure of 1.5
MPa. The cylinder head is connected by 8 bolts having yield point 330 MPa and
endurance limit at 240 MPa. The bolts are tightened with an initial preload of 1.5 times
the steam load. A soft copper gasket is used to make the joint leak-proof. Assuming a
factor of safety 2, find the size of the bolt required. The stiffness factor for copper gasket
may be taken as 0.5.
Given:
Steam Pressure, p = 1.5 MPa = 1.5 N/mm2
Diameter of cylinder head, D = 300 mm
Number of bolts, n = 8
Yield strength of bolt material, σy = 330 MPa = 330 N/mm2
Endurance strength of bolt material, σ-1 = 240 MPa = 240 N/mm2
Factor of safety = 2
Stiffness factor of copper gasket, C = 0.5
Pre-load pressure = 1.5p = 2.25 N/mm2
PROBLEM IN THREADED JOINTS –
STEAM ENGINE CYLINDER HEAD FOR
VARIABLE LOAD (SOLDERBERG EQN.)

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Design of fasteners and welded joints

  • 1. DESIGN OF FASTENERS AND WELDED JOINTS UNIT 3
  • 2. PROBLEM IN WELED JOINTS A plate of 200mm width is welded to a vertical plate by fillet welding on three sides to form a cantilever with an overlap of 150 mm and overhang of 400 mm. A vertical down ward load of 35 kN is applied at free end for a weld stress of 75 N/mm2. Determine the size of the weld. Given: Load, P = 35 kN = 35000 N Weld width, b = 150 mm Weld depth, d = 200 mm Allowable shear stress of weld, [τ] = 75 N/mm2
  • 3. PROBLEM IN WELED JOINTS Solution : Step I : Fix the centroid of weld
  • 4. PROBLEM IN WELED JOINTS Step II : Calculate the direct / primary shear stress, τ1
  • 5. PROBLEM IN WELED JOINTS Step III : Calculate the secondary shear stress due to twisting, τ2
  • 6. PROBLEM IN WELED JOINTS e - Eccentricity, distance between the centroid of weld and line of action of load
  • 8. PROBLEM IN WELED JOINTS A 50 mm diameter solid shaft is welded to a flat plate as shown in Fig. 10.25. If the size of the weld is 15 mm, find the maximum normal and shear stress in the weld Solution. Given : D = 50 mm ; s = 15 mm ; P = 10 kN = 10 000 N ; e = 200 mm Let t = Throat thickness. The joint, as shown in Fig. 10.25, is subjected to direct shear stress and the bending stress. We know that the throat area for a circular fillet weld, A = t × π D = 0.707 s × π D = 0.707 × 15 × π × 50 = 1666 mm2 ∴ Direct shear stress,
  • 10. PROBLEM IN WELED JOINTS Maximum normal stress
  • 12. PROBLEM IN WELED JOINTS A bracket is welded to the welded column by means two fillet welds as shown in fig. determine the size of welds, if permissible shear stress in weld is limited to 70 N/mm2. Given: Load, P = 10 kN = 10000 N Weld width, b = 50 mm Weld depth, d = 100 mm Allowable shear stress of weld, [τ] = 70 N/mm2
  • 13. PROBLEM IN WELED JOINTS Step I : Calculate the direct / primary shear stress, τ
  • 14. PROBLEM IN WELED JOINTS Step II : Calculate the bending stress due to Bending Moment, σb
  • 16. PROBLEM IN WELED JOINTS A welded joint as shown in figure is subjected to an eccentric load of 2 kN. Find the size of the weld, if the maximum shear stress in the weld is 25 MPa.
  • 17. PROBLEM IN WELED JOINTS Given: Load, P = 2 kN = 2000 N Weld width, b = 40 mm Weld depth, d = 40 mm Allowable shear stress of weld, [τ] = 25 N/mm2
  • 18. PROBLEM IN WELED JOINTS Step I : Calcu late the direct / primary shear stress, τ
  • 19. PROBLEM IN WELED JOINTS Step II : Calculate the bending stress due to Bending Moment, σb
  • 21. PROBLEM IN BOLTS AND JOINTS A steel plate subjected to a force of 5kN and fixed to a channel by means of three identical bolts is as shown in Fig. the bolts are made from plain carbon steel 45C8 and the factor of safety is 3. Specify the size of bolts. Given: Load, P = 5 kN = 5000 N Yield strength of 45C8 bolt material, σy= 380 N/mm2 Factor of safety = 3 Allowable shear stress of weld, [τ] = (0.5 σy) / Factor of safety = (0.5x380)/3 = 63.3 N/mm2
  • 22. PROBLEM IN BOLTS AND JOINTS
  • 23. PROBLEM IN BOLTS AND JOINTS
  • 24. PROBLEM IN BOLTS AND JOINTS
  • 25. PROBLEM IN BOLTS AND JOINTS
  • 26. PROBLEM IN THREADED JOINTS – STEAM ENGINE CYLINDER HEAD FOR VARIABLE LOAD (SOLDERBERG EQN.)A steam engine of effective diameter 300 mm is subjected to a steam pressure of 1.5 MPa. The cylinder head is connected by 8 bolts having yield point 330 MPa and endurance limit at 240 MPa. The bolts are tightened with an initial preload of 1.5 times the steam load. A soft copper gasket is used to make the joint leak-proof. Assuming a factor of safety 2, find the size of the bolt required. The stiffness factor for copper gasket may be taken as 0.5. Given: Steam Pressure, p = 1.5 MPa = 1.5 N/mm2 Diameter of cylinder head, D = 300 mm Number of bolts, n = 8 Yield strength of bolt material, σy = 330 MPa = 330 N/mm2 Endurance strength of bolt material, σ-1 = 240 MPa = 240 N/mm2 Factor of safety = 2 Stiffness factor of copper gasket, C = 0.5 Pre-load pressure = 1.5p = 2.25 N/mm2
  • 27.
  • 28.
  • 29. PROBLEM IN THREADED JOINTS – STEAM ENGINE CYLINDER HEAD FOR VARIABLE LOAD (SOLDERBERG EQN.)