The allowable force per mm of the weld for an 8 mm fillet weld using E70...
The allowable force per mm of the weld for an 8 mm fillet weld using E70 electrode (having tensile strength of 483 MPa) is:
Select one:
1. 612 N
2. 816 N
3. 1020 N
4. None of the above.
Homework Answers
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The allowable force per mm of the weld for an 8 mm fillet weld
using E70...
5. Refer to the figure below. Determine the length L, required for a 5/16 in. fillet...
5. Refer to the figure below. Determine the length L, required for a 5/16 in. fillet weld pf E70 electrode in the connection shown if the full strength of the plate is developed. (15 points) INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a standard format the required stresses in the critical points in the...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
4. For the 5 m long shaft ABC, determine the allowable force P (based on analysis of max. compoun...
4. For the 5 m long shaft ABC,
determine the allowable force P (based on analysis of max. compound
stresses and ) for the following shaft with given geometry and
allowable stresses for tensile strength and shear strength.
For the 5 m long shaft ABC, determine the allowable force P (based on analysis of max. compound stresses σ and τ) for the following shaft with given geometry and allowable stresses for tensile strength and shear strength. 4 70 points...
(A) 8 mm 100 mm Problem 1 (20 pts): Stress Concentrations Consider the flat bar with...
(A) 8 mm 100 mm Problem 1 (20 pts): Stress Concentrations Consider the flat bar with shoulder joints shown in Fig. A which is subjected to a tensile force P = 58 kN. The bar is made of Aluminum 6061 having maximum tensile strength Omax = 290 MPa. NOTE: plots of stress concentration factors for different types of loading can be found on page 6. (a) Determine the radius r [mm] for the fillets. (b) An identical flat bar shown...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron G-Clamp shown in the figure above are 30 MPa in compression and 15 MPa in tension If Ca = 13 mm, C2 = 12 mm and C3 = 80 mm with section properties given as: moment of inertia, 1 = 7.8 x 103 mm 4and cross-sectional area, A= 130 mm2 a) Determine the maximum clamping force, Brat equired for the G-Clamp section to reach...
INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled...
INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a standard format the required stresses in the critical points in the 4. Draw the shear force and bending moment 5. Draw the deflected shape of the beam and check beam. 6. Perform a CHECK on your answers 7. Append appropriate units to ALL your answers 5....
If the overhanging beam is made of wood having the allowable tensile and compressive stresses of...
If the overhanging beam is made of wood having the allowable
tensile and compressive stresses
of (?all)t = 4 MPa and (?all)c = 5 MPa, determine the maximum
concentrated force P that can
applied at the free end. Draw the shear, moment diagrams and sketch
the stress distribution
acting over the cross section. The material is wood select
structural grade (Douglas Fir) with a
specific gravity of 0.47 Mg/m^3.
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penet...
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penetration Burt Weld Flat/Plate Grade 300 Steel t>17 fyp 280 MPa up 440 MPa A-A B-B 10mm Weld Electrode: E48XX/W50X Quality: SP w480 MPa 1 Determine the nominal tension capacity of the welded connection as per AS4100 Nominal capacity is the design capacity without relevant capacity reduction factors Assume the design throat thickness can be taken to the full depth of penetration. 2...
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2....
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2. Find torque between A and C 3. Calculate shear stress 4. Find maximum moment about y-axis (fbd of x-z plane) 5. Find maximum moment about z-axis (fbd of y-z plane) 6. Find resultant moment 7. Calculate normal stress for resultant bending moment 8....
Could you solve the above questions in the photo? H7102 PRINCIPLES AND APPLICATIONS OF STRENGTH OF...
Could you solve the above questions in the photo?
H7102 PRINCIPLES AND APPLICATIONS OF STRENGTH OF MATERIALS Q2. Figure Q2 shows a cylindrical pressure vessel made by welding semi-spherical caps to a cylindrical body. The cylindrical part has inner diameter Di = 1.8 m and the wall thickness, t, is uniform and equal to 6 mm. The internal pressure is p = 1.5 MPa. a) Determine the maximum and minimum direct stresses in the cylinder wall. What is their direction?...
5. Refer to the figure below. Determine the length L, required for a 5/16 in. fillet weld pf E70 electrode in the connection shown if the full strength of the plate is developed. (15 points) INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a standard format the required stresses in the critical points in the...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
4. For the 5 m long shaft ABC,
determine the allowable force P (based on analysis of max. compound
stresses and ) for the following shaft with given geometry and
allowable stresses for tensile strength and shear strength.
For the 5 m long shaft ABC, determine the allowable force P (based on analysis of max. compound stresses σ and τ) for the following shaft with given geometry and allowable stresses for tensile strength and shear strength. 4 70 points...
(A) 8 mm 100 mm Problem 1 (20 pts): Stress Concentrations Consider the flat bar with shoulder joints shown in Fig. A which is subjected to a tensile force P = 58 kN. The bar is made of Aluminum 6061 having maximum tensile strength Omax = 290 MPa. NOTE: plots of stress concentration factors for different types of loading can be found on page 6. (a) Determine the radius r [mm] for the fillets. (b) An identical flat bar shown...
Cerro 1000 A130 SA The allowable normal stresses on section A- A of a cast iron G-Clamp shown in the figure above are 30 MPa in compression and 15 MPa in tension If Ca = 13 mm, C2 = 12 mm and C3 = 80 mm with section properties given as: moment of inertia, 1 = 7.8 x 103 mm 4and cross-sectional area, A= 130 mm2 a) Determine the maximum clamping force, Brat equired for the G-Clamp section to reach...
INSTRUCTIONS For PROBLEM do the following steps: 1. Show ALL your work 2. Draw appropriately labeled FBDs 3. Use appropriate segments to develop expressions for the shear force and bending moment. diagrams in a standard format the required stresses in the critical points in the 4. Draw the shear force and bending moment 5. Draw the deflected shape of the beam and check beam. 6. Perform a CHECK on your answers 7. Append appropriate units to ALL your answers 5....
If the overhanging beam is made of wood having the allowable
tensile and compressive stresses
of (?all)t = 4 MPa and (?all)c = 5 MPa, determine the maximum
concentrated force P that can
applied at the free end. Draw the shear, moment diagrams and sketch
the stress distribution
acting over the cross section. The material is wood select
structural grade (Douglas Fir) with a
specific gravity of 0.47 Mg/m^3.
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penetration Burt Weld Flat/Plate Grade 300 Steel t>17 fyp 280 MPa up 440 MPa A-A B-B 10mm Weld Electrode: E48XX/W50X Quality: SP w480 MPa 1 Determine the nominal tension capacity of the welded connection as per AS4100 Nominal capacity is the design capacity without relevant capacity reduction factors Assume the design throat thickness can be taken to the full depth of penetration. 2...
2. Given the shaft specifications and gear diameters, determine largest allowable force P2. gear A diameter-300 mm gear C diamter 400 mm alow60 MPa dshaft44 mm 80 mm 25O mm 250 1. Set P1 1 kN 2. Find torque between A and C 3. Calculate shear stress 4. Find maximum moment about y-axis (fbd of x-z plane) 5. Find maximum moment about z-axis (fbd of y-z plane) 6. Find resultant moment 7. Calculate normal stress for resultant bending moment 8....
Could you solve the above questions in the photo?
H7102 PRINCIPLES AND APPLICATIONS OF STRENGTH OF MATERIALS Q2. Figure Q2 shows a cylindrical pressure vessel made by welding semi-spherical caps to a cylindrical body. The cylindrical part has inner diameter Di = 1.8 m and the wall thickness, t, is uniform and equal to 6 mm. The internal pressure is p = 1.5 MPa. a) Determine the maximum and minimum direct stresses in the cylinder wall. What is their direction?...
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