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Determine the maximum bending moment that can be applied to the beam shown, so that the bending stress in the beam does not exceed 200 MPa.
Assume, H = 272 mm, W = 179 mm and θ = 25º.
Hint: There is biaxial bending!
What is the value of the determined maximum bending moment in kNm?
Do NOT include any units.
Give the answer to 2 decimal place.
For the frame ABCD shown below, calculate the fixed moment MAx, MAy and MAz reactions at the fixed support A, due to the three applied actions P1 = 170 N, P2 = 444 N and M = 262 Nm.
Assume all loads are aligned with the axis.
What is the value of MAy in Nm?
Use '-' if the reaction moment is not in accordance with the sign convention shown in the Figure, otherwise no sign is needed. Do NOT include any units.
Give the answer to 2 decimal place.
For the frame ABCD shown below, calculate the fixed moment MAx, MAy and MAz reactions at the fixed support A, due to the three applied actions P1 = 170 N, P2 = 444 N and M = 262 Nm.
Assume all loads are aligned with the axis.
What is the value of MAx in Nm?
Use '-' if the reaction moment is not in accordance with the sign convention shown in the Figure, otherwise no sign is needed. Do NOT include any units.
Give the answer to 2 decimal place.
For the frame ABCD shown below, calculate the fixed moment MAx, MAy and MAz reactions at the fixed support A, due to the three applied actions P1 = 170 N, P2 = 444 N and M = 262 Nm.
Assume all loads are aligned with the axis.
What is the value of MAz in Nm?
Use '-' if the reaction moment is not in accordance with the sign convention shown in the Figure, otherwise no sign is needed. Do NOT include any units.
Give the answer to 2 decimal place.
Question 3
A solid 30x30mm square beam with a length L=1.2 m is supported by a pin and roller. There is a 0.4mm gap between the beam and an adjacent rigid wall when the temperature is 10°C.
a) if the temperature is raised to 45°C, and the wall is removed so that the beam is unrestrained, what would be the change in the beam length in mm?
Assume Est = 200GPa, αst = 12x10-6/ºC.
A negative sign indicates shortening. Do NOT include any units.
Give the answer to 2 decimal places.
Question 3
A solid 30x30mm square beam with a length L=1.2 m is supported by a pin and roller. There is a 0.4mm gap between the beam and an adjacent rigid wall when the temperature is 10°C.
c) if the temperature is raised to 45°C and with the wall now in place as shown in the figure above, calculate the axial stress in the beam in MPa? Indicate a compressive stress as a negative value. Do NOT include any units.
Assume Est = 200GPa, αst = 12x10-6/ºC.
Give the answer to 1 decimal place.
Question 3
A solid 30x30mm square beam with a length L=1.2 m is supported by a pin and roller. There is a 0.4mm gap between the beam and an adjacent rigid wall when the temperature is 10°C.
b) if the temperature is raised to 45°C and with the wall now in place as shown in the figure above, calculate the resulting axial force in the beam in kN? Indicate a compressive force with a negative value. Do NOT include any units.
Assume Est = 200GPa, αst = 12x10-6/ºC.
When calculating this value you MUST keep all the decimal places in your calculator for the answer to the previous question.
Give this answer to 2 decimal place.
Question 2
For the 'indeterminate' frame shown in Figure 1
d) what is the deflection shape of the frame?
Question 2
For the 'indeterminate' frame shown in Figure 1
b) by looking at the vertical member BC in the direction of the eye, what is the shape of the bending moment in the vertical member BC?
Question 2
For the 'indeterminate' frame shown in Figure 1
c) what is the shape of the bending moment in the beam CD?