Please show all the steps, a free-body diagram, and state all assumptions for this problem.
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Please show all the steps, a free-body diagram, and state all
assumptions for this problem.
6....
Please show all steps, sketch free-body diagram, and state assumptions. Create a drawing of the designed cotter joint. A...
Please show all steps, sketch free-body diagram, and
state assumptions.
Create a drawing of the designed cotter joint. Assume
non-critical dimensions.
Design stresses are 55 MPa in tension; 40 MPa in shear and 70 MPa in crushing. Draw a neat sketch of the joint designed joint to connect two mild steel rods for a pull of 30 kN. The maximum permissible 1 a cotter [Ans. d 22 mm; d,=32 mm ; t= 14 mm ; d, =44 mm ; b=30...
Please show all work including a free body diagram. Thanks Determine the deflection at the load...
Please show all work including a free body
diagram.
Thanks
Determine the deflection at the load P for the three-sided bracket shown in the Figure below. The bracket has the same material and cross section throughout. With solid steel rods of 56 mm diameter, using E = 200 GPa, G= 77 GPa, a = 300 mm, b = 800 mm, and P= 5.5 kN. Р 3
the hollow tube down has an outside diameter of 45 mm and an inside diameter of...
the hollow tube down has an outside diameter of 45 mm
and an inside diameter of 40 mm. the tube is made of an aluminum
alloy with a minimum yield strength of 280 MPa. the bending load is
F =1.5 kN, the axial load is P = 10kN and the twisting moment is T
= 70 N-m. Determine the factor of safety based on the stress at
point A using (a) the maximum shear stress theory and (b) the
distortion...
if you can just do a and b ( would be appreciate ) i need to learn the concept Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resul...
if you can just do a and b ( would be appreciate ) i
need to learn the concept
Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resulting fro he rivets have a 15 mm civeted to from the external load of 8 KN. eters. The yield strengths of the materials are I length dimensions are in The (Sy)mvet 600 MPa and (Sy)plate 350 MPa. Calculate the...
2. A steel plate (Fig Q.2) is riveted to a vertical pillar. The three rivets have a 15mm diameter and carry the load and moment resulting from the external load of 8 N All length dmensions are...
2. A steel plate (Fig Q.2) is riveted to a vertical pillar. The three rivets have a 15mm diameter and carry the load and moment resulting from the external load of 8 N All length dmensions are in milimeters. The yield strengths of the matenials are (S 600 MPa and (S 350 MPa. Calculate the safety factors for a Shear of rivet when Say 0.57 S (10 pts) b. Bearing of met when σ--o 9 s, (10 pts) c Beanng...
Figure 5.2 shown a hollow brass pipe with 125 mm diameter and 6 mm thickness (c)...
Figure 5.2 shown a hollow brass pipe with 125 mm diameter and 6 mm thickness (c) has an axial load P applied 5 mm from the geometric axis Using Young Modulus, E 120 GPa, determine; . The load P for which the horizontal deflection at the mid-point C is 5 mm ii. The corresponding maximum stress in the column. P A 125 mm 2.7 m C B Figure 5.2 Brass pipe
Figure 5.2 shown a hollow brass pipe with 125...
Show all work and steps please. *6-80. If the beam is subjected to a moment of...
Show all work and steps please.
*6-80. If the beam is subjected to a moment of M 100 kN m, determine the bending stress at points A B, and C. Sketch the bending stress distribution on the cross section 300 mm м 30 mm 30 mm В. 150 mm С. 150 mm
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020...
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that ink BD is not reinforced around the pin holes Front view 18 mm Side...
Please show all work, draw a Free Body diagram and answer the question completely! Thanks! Problem...
Please show all work, draw a Free Body diagram and answer the
question completely! Thanks!
Problem 3: A concrete block is lifted by a hoisting mechanism in which the cables are securely wrapped around the respective drums. The drums are fastened together and rotate as a single unit at their mass center at O. The combined mass of the drums is 150 [kg], and the radius of gyration at O is 450 [mm]. A constant tension of 1.8 [kN] is...
Please show all steps, sketch free-body diagram, and
state assumptions.
Create a drawing of the designed cotter joint. Assume
non-critical dimensions.
Design stresses are 55 MPa in tension; 40 MPa in shear and 70 MPa in crushing. Draw a neat sketch of the joint designed joint to connect two mild steel rods for a pull of 30 kN. The maximum permissible 1 a cotter [Ans. d 22 mm; d,=32 mm ; t= 14 mm ; d, =44 mm ; b=30...
Please show all work including a free body
diagram.
Thanks
Determine the deflection at the load P for the three-sided bracket shown in the Figure below. The bracket has the same material and cross section throughout. With solid steel rods of 56 mm diameter, using E = 200 GPa, G= 77 GPa, a = 300 mm, b = 800 mm, and P= 5.5 kN. Р 3
the hollow tube down has an outside diameter of 45 mm
and an inside diameter of 40 mm. the tube is made of an aluminum
alloy with a minimum yield strength of 280 MPa. the bending load is
F =1.5 kN, the axial load is P = 10kN and the twisting moment is T
= 70 N-m. Determine the factor of safety based on the stress at
point A using (a) the maximum shear stress theory and (b) the
distortion...
if you can just do a and b ( would be appreciate ) i
need to learn the concept
Fig. Q.1 2. A steel plate (Fig. Q.2) is riveted to a vertical pillar diameter and carry the load and moment resulting fro he rivets have a 15 mm civeted to from the external load of 8 KN. eters. The yield strengths of the materials are I length dimensions are in The (Sy)mvet 600 MPa and (Sy)plate 350 MPa. Calculate the...
2. A steel plate (Fig Q.2) is riveted to a vertical pillar. The three rivets have a 15mm diameter and carry the load and moment resulting from the external load of 8 N All length dmensions are in milimeters. The yield strengths of the matenials are (S 600 MPa and (S 350 MPa. Calculate the safety factors for a Shear of rivet when Say 0.57 S (10 pts) b. Bearing of met when σ--o 9 s, (10 pts) c Beanng...
Figure 5.2 shown a hollow brass pipe with 125 mm diameter and 6 mm thickness (c) has an axial load P applied 5 mm from the geometric axis Using Young Modulus, E 120 GPa, determine; . The load P for which the horizontal deflection at the mid-point C is 5 mm ii. The corresponding maximum stress in the column. P A 125 mm 2.7 m C B Figure 5.2 Brass pipe
Figure 5.2 shown a hollow brass pipe with 125...
Show all work and steps please.
*6-80. If the beam is subjected to a moment of M 100 kN m, determine the bending stress at points A B, and C. Sketch the bending stress distribution on the cross section 300 mm м 30 mm 30 mm В. 150 mm С. 150 mm
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that ink BD is not reinforced around the pin holes Front view 18 mm Side...
Please show all work, draw a Free Body diagram and answer the
question completely! Thanks!
Problem 3: A concrete block is lifted by a hoisting mechanism in which the cables are securely wrapped around the respective drums. The drums are fastened together and rotate as a single unit at their mass center at O. The combined mass of the drums is 150 [kg], and the radius of gyration at O is 450 [mm]. A constant tension of 1.8 [kN] is...
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