A horizontal bracket ABC consists of two perpendicular arms AB of a length 0.75 m and BC of a length 0,5 m. The bracket has a solid, circular cross section with a diameter equal to 65 mm. The bracket is inserted in a friction less sleeve at A (which is slightly larger in diameter), so it is free to rotate about the r 0 axis at A and is supported by a pin at C Moments are applied at point C M { =1.5 kN -m in the x direction and A/ 3 = L0 kN-m acts in the — z direction. Considering only the moments M x and M 2 , calculate the maximum tensile stress t, the maximum compressive stress cr c * and the maximum in-plane shear stress T m a x at point />, which is located at support A on the side of the bracket at mid-height
A horizontal bracket ABC consists of two perpendicular arms AB of a length 0.75 m and BC of a length 0,5 m. The bracket has a solid, circular cross section with a diameter equal to 65 mm. The bracket is inserted in a friction less sleeve at A (which is slightly larger in diameter), so it is free to rotate about the r 0 axis at A and is supported by a pin at C Moments are applied at point C M { =1.5 kN -m in the x direction and A/ 3 = L0 kN-m acts in the — z direction. Considering only the moments M x and M 2 , calculate the maximum tensile stress t, the maximum compressive stress cr c * and the maximum in-plane shear stress T m a x at point />, which is located at support A on the side of the bracket at mid-height
Solution Summary: The author calculates the tensile, compressive, and shear stresses at pointp. The cross-section properties are calculated.
A horizontal bracket ABC consists of two perpendicular arms AB of a length 0.75 m and BC of a length 0,5 m. The bracket has a solid, circular cross section with a diameter equal to 65 mm. The bracket is inserted in a friction less sleeve at A (which is slightly larger in diameter), so it is free to rotate about the r0 axis at A and is supported by a pin at C Moments are applied at point C M{=1.5 kN -m in the x direction and A/3 = L0 kN-m acts in the — z direction.
Considering only the moments Mxand M2, calculate the maximum tensile stress
t, the maximum compressive stress cr
c* and the maximum in-plane shear stress T
max at point />, which is located at support A on the side of the bracket at mid-height
3-55 A multifluid container is connected to a U-tube,
as shown in Fig. P3–55. For the given specific gravities
and fluid column heights, determine the gage pressure at
A. Also determine the height of a mercury column that
would create the same pressure at A. Answers: 0.415 kPa,
0.311 cm
I need help answering parts a and b
Required information
Water initially at 200 kPa and 300°C is contained in a piston-cylinder device fitted with stops. The water is allowed to cool
at constant pressure until it exists as a saturated vapor and the piston rests on the stops. Then the water continues to cool
until the pressure is 100 kPa.
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
Water
200 kPa
300°C
On the T-V diagram, sketch, with respect to the saturation lines, the process curves passing through the initial, intermediate, and final states of the water. Label the
T, P, and V values for end states on the process curves.
Please upload your response/solution by using the controls provided below.
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.
EVERYTHING on Axial Loading Normal Stress in 10 MINUTES - Mechanics of Materials; Author: Less Boring Lectures;https://www.youtube.com/watch?v=jQ-fNqZWrNg;License: Standard YouTube License, CC-BY