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6. A steel tie rod is 20 mm diameter. It carries a load of 4x10 N....
A 25mm diameter steel rod 1.5m long is being used in a rigid structure. For this...
A 25mm diameter steel rod 1.5m long is being used in a rigid structure. For this steel the Ultimate Tensile Stress is 410 MPa Young’s Modulus is 200 GPa The rod is to be subjected to a tension load of 40 kN. Design requirements are that the rod cannot extend by more than 0.5 mm and that there is a Factor of Safety of 5 for the tensile stress. Determine whether or not the rod is adequate for the task:...
Steel rod of 25 mm diameter, 500 mm length to 6x104 N size tensile load was...
Steel rod of 25 mm diameter, 500 mm length to 6x104 N size tensile load was exposed. Changes in the diameter and length of the steel bar, respectively You calculate. Esteel 205x10^3 MPa, v= 0.2
The rigid structure ABD issupported at B by a 36-mm-diameter tie rod (1) and at...
The rigid structure ABD is
supported at B by a 36-mm-diameter tie rod (1) and at A by a
29-mm-diameter pin used in a single shear connection. The tie rod
is connected at B and C by 24-mm-diameter pins used in double shear
connections. Tie rod (1) has a yield strength of 260 MPa, and each
of the pins has an ultimate shear strength of 320 MPa. A
concentrated load of P = 50 kN acts as shown at D....
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are...
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 159 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 link BD is not reinforced around the pin holes. (Round the final answer to three...
Beam AB is supported as shown in the figure. Tie rod(1) has a diameter of...
Beam AB is supported as shown in the figure. Tie rod
(1) has a diameter of 60 mm, and it is attached at B and C with 24 mm diameter double-shear pin connections. The pin
connection at A consists of a 37 mm diameter single-shear
pin. The pins at A, B, and C each have
an ultimate shear strength of 500 MPa, and tie rod (1) has a yield
strength of 280 MPa. A uniformly distributed load of w is applied
to...
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...
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of...
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of 58 mm ,and it is attached at B and Cwith 24 mm diameter double-shear pin connections. The pin connection at A consists of a 40 mm diameter single-shear pin. The pins at A, B, and C each have an ultimate shear strength of 500 MPа ,and tie rod (1) has a yield strength of 280 МРPа . A uniformly distributed load of W is...
A ground steel shaft with a shoulder fillet has dimensions: D= 30 mm, d=25 mm and...
A ground steel shaft with a shoulder fillet has dimensions: D= 30 mm, d=25 mm and r= 2 mm. It is subjected to a combined nominal loading of 40 to 190 MPa bending stress and torsional stress of 20 to 70 MPa, which are in phase. Find the safety factor for infinite life if ultimate tensile strength is 965 MPa, state all assumptions.
Two mild steel tie bars for a bridge structure are to be joined by thickness of...
Two mild steel tie bars for a bridge structure are to be joined by thickness of the tie bar is 20 mm and carries a tensile load of 400 kN. Design the joint if the allowable stresses are : o, = 90 MPa ; t = 75 MPa and o = 150 MPa. a double cover butt joint. The 14. Assume the strength of rivet in double shear to be 1.75 times that of in single shear 150 mm ;...
Engineering materials b) A mild steel rod of 4 cm diameter was tested for tensile strength...
Engineering materials
b) A mild steel rod of 4 cm diameter was tested for tensile strength with the gauge length of 60 mm. The following observations were recorded: Final length = 9 cm; Final diameter = 8 mm; Yield load – 5.4 kN and Ultimate load – 8.1 KN. (4 Marks) Calculate 1. Yield stress (1 Mark) 2. Ultimate tensile stress (Mark) 3. Percentage reduction in area. (1 Mark) 4. Percentage elongation (IMark)
Steel rod of 25 mm diameter, 500 mm length to 6x104 N size tensile load was exposed. Changes in the diameter and length of the steel bar, respectively You calculate. Esteel 205x10^3 MPa, v= 0.2
The rigid structure ABD is
supported at B by a 36-mm-diameter tie rod (1) and at A by a
29-mm-diameter pin used in a single shear connection. The tie rod
is connected at B and C by 24-mm-diameter pins used in double shear
connections. Tie rod (1) has a yield strength of 260 MPa, and each
of the pins has an ultimate shear strength of 320 MPa. A
concentrated load of P = 50 kN acts as shown at D....
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 159 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 link BD is not reinforced around the pin holes. (Round the final answer to three...
Beam AB is supported as shown in the figure. Tie rod
(1) has a diameter of 60 mm, and it is attached at B and C with 24 mm diameter double-shear pin connections. The pin
connection at A consists of a 37 mm diameter single-shear
pin. The pins at A, B, and C each have
an ultimate shear strength of 500 MPa, and tie rod (1) has a yield
strength of 280 MPa. A uniformly distributed load of w is applied
to...
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...
Beam AB is supported as shown in the figure. Tie rod (1) has a diameter of 58 mm ,and it is attached at B and Cwith 24 mm diameter double-shear pin connections. The pin connection at A consists of a 40 mm diameter single-shear pin. The pins at A, B, and C each have an ultimate shear strength of 500 MPа ,and tie rod (1) has a yield strength of 280 МРPа . A uniformly distributed load of W is...
A ground steel shaft with a shoulder fillet has dimensions: D= 30 mm, d=25 mm and r= 2 mm. It is subjected to a combined nominal loading of 40 to 190 MPa bending stress and torsional stress of 20 to 70 MPa, which are in phase. Find the safety factor for infinite life if ultimate tensile strength is 965 MPa, state all assumptions.
Two mild steel tie bars for a bridge structure are to be joined by thickness of the tie bar is 20 mm and carries a tensile load of 400 kN. Design the joint if the allowable stresses are : o, = 90 MPa ; t = 75 MPa and o = 150 MPa. a double cover butt joint. The 14. Assume the strength of rivet in double shear to be 1.75 times that of in single shear 150 mm ;...
Engineering materials
b) A mild steel rod of 4 cm diameter was tested for tensile strength with the gauge length of 60 mm. The following observations were recorded: Final length = 9 cm; Final diameter = 8 mm; Yield load – 5.4 kN and Ultimate load – 8.1 KN. (4 Marks) Calculate 1. Yield stress (1 Mark) 2. Ultimate tensile stress (Mark) 3. Percentage reduction in area. (1 Mark) 4. Percentage elongation (IMark)
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