The maximum force in a rivet in a riveting group under eccentric loading
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A: Compression stress, σ= 80 MPaDeformation of the tube, δ= 0.684 mmE= 70000 MPa
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A: We will consider maximum shear stress criteria and maximum crushing stress criteria for the design,…
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Q: 5. A triple riveted lap joint with zig-zag riveting is to be designed to connect two plates of 6 mm…
A: solution:-Given datat=6 mmAssume σt=120mPaT=100 mPaσc=150 mPadiameter of rivetd=6t=6*6d=14.69 mmd=15…
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Q: 2. A single riveted double cover butt joint is made in 10 mm thick plates with 20 mm diameter rivets…
A: Given Data Thickness, t=10 mm diameter, d=20 mm pitch, P=60 mm. σt=100 MPaτ=80 MPaσc=160 MPa
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A: Answer:
Q: Q1/ Calculate the forces in all rivets for the rivet group shown. 24KN 600mm 300mm 240mm
A: Given:Applied load on rivets, P=24 kN
Q: 3. A single riveted double cover butt joint is made in( 10 mm) thick plates with (20 mm) diameter…
A: Given data:
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A: Given that, We know two members are connected in bolted joint W=2200N, p=4 mm=0.004
Q: Question: a) A plate 100 mm wide and 10 mm thick is to be welded to another plate by means of…
A: a) The wide of the plate is given as,(w)=100 mm. The thickness of the plate is given as,(t)=10 mm.…
Q: Q1/ Calculate the forces in all rivets for the rivet group shown.
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Q: Single Uniformly Distributed Load in the x-direction that would produce the same deformation in the…
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Q: What are the various stresses induced in the wire rope?
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Q: What is the reaction of shear stress on the cross-section?
A: Shear stress The stress created due to the load applied in the parallel direction of the…
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Q: A mild steel tie-rod has to carry an axial load of 60KN. The maximum permissible stress is 200N/mm2.…
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Q: Discuss the concept of shear force and bending moment diagram and its applications Discuss in…
A: shear force and bending moment diagram and its applications Shear force and bending moment are very…
Q: A 20 mm diameter rivet is used to fasten two 25 mm thick place. If the shearing stress is 80 MPa,…
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The maximum force in a rivet in a riveting group under eccentric loading
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- QUESTION 20 Below is an image showing two 4 mm thick sheets joint together using double rivets. If the rivets were made of stEnumerate the different types of riveted joints and rivets.Write down the damage patterns that occur in the rivet joints that are forced axially. Explain how strength calculations are made under static stresses.
- If the ratio of the diameter of rivet hole to the pitch of rivets is 0.25, then the tearing efficiency of the joint isWhat is the factor of safety when a 0.50-in, 6 x 19 medium plow steel wire rope carrying an 8800 lb load is bent around a 25-in sheave if the breaking strength of the rope is 8.5 tons?What are the various stresses induced in the wire rope?
- What is the principal benefit of a joint action with a mechanical advantage less than 1.0? What is the principal benefit of a joint action with a mechanical advantage greater than 1.0?Question: a) A plate 100 mm wide and 10 mm thick is to be welded to another plate by means of double parallel fillets. The plates are subjected to a static load of 80 kN. Find the length of weld if the permissible shear stress in the weld does not exceed 55MPa. Determine the increase in load carrying capacity if a combination of single transverse double parallel fillet is used the permissible tensile strength of material is 80MPa. b) Draw a neat sketch of double riveted double cover but joint. If 8mm plates with 20 mm diameter rivets having a pitch of 50 mm are joint using double riveted lap joint. The permissible stresses are permissible tensile stress = 120 MPa;Permissible crushing stress= 100 MPa; Permissble shear stess= 150 MPa. Find the strengths and efficiency of joint, taking the strength of the rivet in double shear acoording to the indian boiler standards.A single riveted double cover butt joint is made in 10 mm thick plates with 20 mm diameter rivets with a pitch of 60 mm. Calculate the efficiency of the joint, if σt= 100 MPa ; τ = 80 MPa and σc = 160 MPa.
- What are the standard SI units for Internal shear force?Here is an example of the single shear failure of a bolt. Using appropriate free-body diagrams, explain why the bolt failed along the section between the plates, and not along some intermediate section such as a–a.Distinguish between elastic buckling and inelastic buckling?