Please show all work including a free body
diagram.
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Please show all work including a free body
diagram.
Thanks
Determine the deflection at the load...
Solve Using Castigliano's Theorem Considering that Castigloiano's is applicable to angular deflection as well. Determine the...
Solve Using Castigliano's
Theorem Considering that Castigloiano's is applicable to angular
deflection as well.
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 , - Иys 2* да ф = 0 = 2 (....
Your answer is partially correct. Try again. A load of P = 50 kN is supported...
Your answer is partially correct. Try again. A load of P = 50 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 82 GPa, a = 15.7 x 10-6/0C] rods, and a solid steel [E = 197 GPa, a = 12.2 x 10-6/°C]. The bronze rods (1) each have a diameter of 29 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod...
Please show all the steps, a free-body diagram, and state all assumptions for this problem. 6....
Please show all the steps, a free-body diagram, and state all
assumptions for this problem.
6. A spindle as shown in Fig. 5.34, is a part of an industrial brake and is loaded as shown. Each load P is equal to 4 kN and is applied at the mid point of its bearing. Find the diameter of the spindle, if the JAns. 22 mm maximum bending stress is 120 MPa. 125 mm 25 mm P 25 mm P P
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P= 10 KN W = 10 kN/m 200 mm 5 m 5 m...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN W = 10 kN/m 200 mm 5 m 5...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN w = 10 kN/m 200 mm 5 m 5...
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 work - explain solid state model and free body diagrams Create a solid model and engineering drawin...
please show all work - explain solid state model and free body
diagrams
Create a solid model and engineering drawing of the cotter joint that you designed. Upload the solid model and the engineering drawing in BB. Assume non-critical dimensions 1.Design a cotter joint to connect two mild steel rods for a pull of 30 kN. The maximum permissible sresses are 55 MPa in tension; 40 MPa in shear and 70 MPa in crushing. Draw a neat sketch of the...
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 provide a correct answer to these questions. The material is structural steel with of =...
Please provide a correct answer to these questions.
The material is structural steel with of = 220 MPa, E = 200 GPa, v = 0.3, and a = 12x10-6 / 0 C The steel rod (Figure 1) is constrained between two rigid surfaces. It has a diameter D = 20 mm and is subjected to load P = 20 kN. Consider the following value below The reaction at 'A' = 13.13 KN(t) The reaction at 'B' = 6.67 KN(t) The...
Solve Using Castigliano's
Theorem Considering that Castigloiano's is applicable to angular
deflection as well.
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 , - Иys 2* да ф = 0 = 2 (....
Your answer is partially correct. Try again. A load of P = 50 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 82 GPa, a = 15.7 x 10-6/0C] rods, and a solid steel [E = 197 GPa, a = 12.2 x 10-6/°C]. The bronze rods (1) each have a diameter of 29 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod...
Please show all the steps, a free-body diagram, and state all
assumptions for this problem.
6. A spindle as shown in Fig. 5.34, is a part of an industrial brake and is loaded as shown. Each load P is equal to 4 kN and is applied at the mid point of its bearing. Find the diameter of the spindle, if the JAns. 22 mm maximum bending stress is 120 MPa. 125 mm 25 mm P 25 mm P P
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P= 10 KN W = 10 kN/m 200 mm 5 m 5 m...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN W = 10 kN/m 200 mm 5 m 5...
Q2 The 10 m long simply supported beam is subjected to a uniformly distributed load w = 10 kN/m throughout and a point load P =10 kN at the midspan of the beam, as shown in Figure Q2 (a). The cross section of this beam is depicted in Figure Q2 (b), which consists of three equal rectangular steel members. Self-weight of the beam is neglected. 30 mm P = 10 kN w = 10 kN/m 200 mm 5 m 5...
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 work - explain solid state model and free body
diagrams
Create a solid model and engineering drawing of the cotter joint that you designed. Upload the solid model and the engineering drawing in BB. Assume non-critical dimensions 1.Design a cotter joint to connect two mild steel rods for a pull of 30 kN. The maximum permissible sresses are 55 MPa in tension; 40 MPa in shear and 70 MPa in crushing. Draw a neat sketch of the...
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 provide a correct answer to these questions.
The material is structural steel with of = 220 MPa, E = 200 GPa, v = 0.3, and a = 12x10-6 / 0 C The steel rod (Figure 1) is constrained between two rigid surfaces. It has a diameter D = 20 mm and is subjected to load P = 20 kN. Consider the following value below The reaction at 'A' = 13.13 KN(t) The reaction at 'B' = 6.67 KN(t) The...
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