σf = 220 MPa, E = 200 GPa, ν = 0.3, and α = 12×10-6/°C
Find the maximum torque with a 30% safety margin using Tresca
Calculate the resulting angle of twist of plane B relative to A, C relative to B, and C relative to A
Calculate σ1 and σ2 in AB
Find the change in length of BC if ΔT = +100°C
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the material is structural steel with σf = 220 MPa, E = 200 GPa,
ν = 0.3, and α = 12x10-6/oC.
please have correct answers
The steel shaft AD is subjected to the torques shown in Figure 2. Calculate: 1. The internal reaction in AB 2. The internal reaction in BC 3. The internal reaction in CD 4. The maximum shaft diameter consistent with a safety margin of 50% (Tresca's criteria) 5. If points A, B, C and D are...
In all the questions below, the material is structural steel with or= 220 MPa, E = 200 GPa, v=0.3, and a = 12x10-6/°C. Question 1 The steel shaft in Figure 1 is subjected to the torques shown. Calculate: 1. The maximum torque (Tmax) that can be applied for the shaft to operate with a safety margin of 30% (Tresca). 2. The resulting angle of twist of plane B relative to A 3. The resulting angle of twist of plane C...
In all the questions below, the material is structural steel with or= 220 MPa, E = 200 GPa, v=0.3, and a = 12x10-6/°C. Question 1 The steel shaft in Figure 1 is subjected to the torques shown. Calculate: 1. The maximum torque (Tmax) that can be applied for the shaft to operate with a safety margin of 30% (Tresca). 2. The resulting angle of twist of plane B relative to A 3. The resulting angle of twist of plane C...
the material is structural steel with σf = 220 MPa, E = 200 GPa,
ν = 0.3, and α = 12x10-6/oC. please help, provide clear and correct
answers
The cylindrical steel pressure vessel (Figure 3) has diameter D = 20 cm and thickness t=1 cm. Calculate: 1. The maximum pressure P for Tresca's criteria to yield a safety margin of 50% 2. The axial stress Ox that results from the pressure P 3. The hoop stress ge that results from...
In all the questions below, the material is structural steel
with σf = 220 MPa, E = 200 GPa, ν = 0.3, and α = 12×10-6
/℃.
Question 3 The circular steel rod (D = 0.1 m) in Figure 3 is constrained by end plates and is subjected to axial load P. Calculate: 1. The internal reaction in AB 2. The internal reaction in BC 3. The maximum value for P for the rod to carry the load with a...
MATERIAL HAS SIGMA F = 220 MPa, E = 200 GPa, Poisson's ratio v =
0.3, and alpha = 12 x 10^-6 /degrees C
Question 3 The circular steel rod (D=0.1 m) in Figure 3 is constrained by end plates and is subjected to axial load P. Calculate: 1. The internal reaction in AB 2. The internal reaction in BC 3. The maximum value for P for the rod to carry the load with a safety margin of 30%. 4....
Find the maximum pressure P in the cylindrical steel vessel,
using Tresca to yield a 50% safety margin.
Then find the axial stress σx and hoop stress σθ that results
from P.
Calculate the shear stress on the inclined plane.
Calculate the force F needed for the axial stress to equal zero
and the change in vessel length due to F alone.
diameter = 20 cm, thickness =1 cm, σf = 220
MPa, E = 200 GPa, ν = 0.3,...
Calculate the buckling stress in MPa of rod BC (E=200 GPa) about the y-y axis, if a =24 mm and b = 38 mm. Assume fixed-fixed connection. Round your answer to 2 decimal places. a B X 3 m b V Α. C 4 m
Calculate the buckling stress in MPa of rod BC (E=200 GPa) about the x-x axis, if a =17 mm and b = 30 mm. Assume pin-pin connection. Round your answer to 2 decimal places. a B X 3 m b у X с -4 m
Calculate the buckling stress in MPa of rod BC (E=200 GPa) about the x-x axis, if a -16 mm and b = 34 mm. Assume pin-pin connection. Round your answer to 2 decimal places. B a 3 m b 4 m