The two steel members are joined together using a 30? scarf weld. Forces of F=15.5 kN are applied at each end, as shown.
Determine the average normal stress resisted in the plane of the weld.
Determine the average shear stress resisted in the plane of the weld.
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The two steel members are joined together using a 30? scarf weld. Forces of F=15.5 kN are applied at each end, as shown...
2. Two wooden members of uniform cross section are joined by a scarf splice joint and...
2. Two wooden members of uniform cross section are joined by a scarf splice joint and subject to a load P. Assuming a maximum allowable shear stress in the glued spice of 60 psi, determine the maximum load P that can be applied. What is the corresponding normal stress in the splice?
2) Two forces P- 18 kN and F 15 kN are applied to the shaft with a diameter of D - 40 mm, as shown. A torque T= 750 N·m is also applied on the free end of the shaft. Determine the location and magnit...
2) Two forces P- 18 kN and F 15 kN are applied to the shaft with a diameter of D - 40 mm, as shown. A torque T= 750 N·m is also applied on the free end of the shaft. Determine the location and magnitudes of maximum normal and shear stresses developed in the shaft. For full credit, show your work (40 points). T IP
2) Two forces P- 18 kN and F 15 kN are applied to the shaft...
A load of 80 Kn is applied to a steel bar system as shown. Determine the...
A load of 80 Kn is applied to a steel bar system as shown.
Determine the shear stress applied to plate D and the normal effort
that the C-bar supports
400 mm Placa D 80 kN. 30 mm 70 mm 600 mm
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as sho...
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as shown below. Both members are made of steel with allowable normal stress = 160 MPa, allowable shear stress 100 MPa, and allowable bearing stress 200 MPa. Determine the minimum required diameter of the solid shaft, and the minimum required outer diameter and thickness of the circular end plate. P 150 kN ds d 30 mm...
6.5 kN/m 2) The beam shown in Fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. The supports...
6.5 kN/m 2) The beam shown in Fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. The supports at B and C exert only vertical reactions on the beam. 150 mm 30 mm 150 mm 30 mm
6.5 kN/m 2) The beam shown in Fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 100 kN 90...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 100 kN 90 mm 100 kN Two steel plates of uniform cross section 9 x 90 mm are welded together as shown. Knowing that centric 100-kN forces are applied to the welded plates and that ß - 29°, determine (a) the in-plane shearing stress parallel to the weld, MPa corresponding normal MPa
Two forces 3 kN and 2.5 kN are applied to the machine component ABD as shown...
Two forces 3 kN and 2.5 kN are applied to the machine component ABD as shown in Figure 3. Given that the cross section containing the point H is a rectangle of dimensions 20mm x 10mm, determine the following a. Draw the free body diagram at H, and indicate the reaction forces/moments. b. Indicate the state of stress at Point H and the components of stress in the proper directions on a stress block or stress element (as indicated in...
a 160 KN force is applied as shown at the end of a W200x52 rolled-steel beam....
a 160 KN force is applied as shown at the end of a W200x52
rolled-steel beam. The effect and of stress concentration,
determine:
A) Stresses at pint b (section) of the beam at A-A location
B) Max and Min Stresses at that pint & angle of Max.
C) Whether the normal stresses in the beam satify a desgin
specification that they be equal to or less than 150 Mpa at Section
A-A
C) Whether the normal stresses in the beam...
Q4. Three steel plates, each 16 mm thick, are joined by two 20-mm diameter rivets as...
Q4. Three steel plates, each 16 mm thick, are joined by two 20-mm diameter rivets as shown in the figure. Determine the following: a. If the load P = 50 kN, what is the largest bearing stress acting on the rivets? b. If the ultimate shear stress for the rivets is 180 MPa, what force Pult is required to cause the rivets to fail in shear? (Disregard friction between the plates.) P/2 P/2 OO
A force of F = 29 KN is applied to the frame as shown. The frame...
A force of F = 29 KN is applied to the frame as shown. The frame is supported by pins at C and D. A) (20 points) Calculate the internal reactions in member ABC at the midpoint between points B and C (denoted by the green line). B) (10 points) Calculate the normal stress and shear stress in member ABC at the midpoint between B and C (denoted by the green line) if the cross section at that location is...
2. Two wooden members of uniform cross section are joined by a scarf splice joint and subject to a load P. Assuming a maximum allowable shear stress in the glued spice of 60 psi, determine the maximum load P that can be applied. What is the corresponding normal stress in the splice?
2) Two forces P- 18 kN and F 15 kN are applied to the shaft with a diameter of D - 40 mm, as shown. A torque T= 750 N·m is also applied on the free end of the shaft. Determine the location and magnitudes of maximum normal and shear stresses developed in the shaft. For full credit, show your work (40 points). T IP
2) Two forces P- 18 kN and F 15 kN are applied to the shaft...
A load of 80 Kn is applied to a steel bar system as shown.
Determine the shear stress applied to plate D and the normal effort
that the C-bar supports
400 mm Placa D 80 kN. 30 mm 70 mm 600 mm
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as shown below. Both members are made of steel with allowable normal stress = 160 MPa, allowable shear stress 100 MPa, and allowable bearing stress 200 MPa. Determine the minimum required diameter of the solid shaft, and the minimum required outer diameter and thickness of the circular end plate. P 150 kN ds d 30 mm...
6.5 kN/m 2) The beam shown in Fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. The supports at B and C exert only vertical reactions on the beam. 150 mm 30 mm 150 mm 30 mm
6.5 kN/m 2) The beam shown in Fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the...
Do not round intermediate calculations. Give your final answer(s) to three significant figures. 100 kN 90 mm 100 kN Two steel plates of uniform cross section 9 x 90 mm are welded together as shown. Knowing that centric 100-kN forces are applied to the welded plates and that ß - 29°, determine (a) the in-plane shearing stress parallel to the weld, MPa corresponding normal MPa
Two forces 3 kN and 2.5 kN are applied to the machine component ABD as shown in Figure 3. Given that the cross section containing the point H is a rectangle of dimensions 20mm x 10mm, determine the following a. Draw the free body diagram at H, and indicate the reaction forces/moments. b. Indicate the state of stress at Point H and the components of stress in the proper directions on a stress block or stress element (as indicated in...
a 160 KN force is applied as shown at the end of a W200x52
rolled-steel beam. The effect and of stress concentration,
determine:
A) Stresses at pint b (section) of the beam at A-A location
B) Max and Min Stresses at that pint & angle of Max.
C) Whether the normal stresses in the beam satify a desgin
specification that they be equal to or less than 150 Mpa at Section
A-A
C) Whether the normal stresses in the beam...
Q4. Three steel plates, each 16 mm thick, are joined by two 20-mm diameter rivets as shown in the figure. Determine the following: a. If the load P = 50 kN, what is the largest bearing stress acting on the rivets? b. If the ultimate shear stress for the rivets is 180 MPa, what force Pult is required to cause the rivets to fail in shear? (Disregard friction between the plates.) P/2 P/2 OO
A force of F = 29 KN is applied to the frame as shown. The frame is supported by pins at C and D. A) (20 points) Calculate the internal reactions in member ABC at the midpoint between points B and C (denoted by the green line). B) (10 points) Calculate the normal stress and shear stress in member ABC at the midpoint between B and C (denoted by the green line) if the cross section at that location is...
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