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s applied to the edge of the column shown in the figure. Find stress at Points A, B, C, D as a function of P. If th...
Q1 (30 pts): Three forces are applied on the column shown in the figure. Neglect the...
Q1 (30 pts): Three forces are applied on the column shown in the figure. Neglect the self-weight of the material and find the stress at Points A, B, C, D 30 kN 16 kN 20 kN Y 30 kN 16 kN --> x 60 mm 20 kN 90 mm Top View Side View
20 A concrete column with hollow circular cross section is under external loads as shown in...
20 A concrete column with hollow circular cross section is under external loads as shown in Figure 1. Horizontal distributed load is defined by w=1/8*x’ function and its value reaches to 8 kN at the top of the column. Also, 50 kN vertical load is applied from the top of the column and its application point is 400 mm away from the centroid of the column as shown in the figure. Concrete column has hollow circular cross section and outer...
Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the p...
please help me solve this whole mechanical design
problem
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Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section of the column if P 60kN. (a) [10 marks] 2P 15 mm 1...
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section of the column if P 60kN. (a) [10 marks] 2P 15 mm 15 mm 150 m 150 mm 15 mmi 100 m 100 mm 75 mm 100 mm
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section...
soil mechanics please solve part A and part B al column loads shown in the figure below the net stress increase yt the center of the footing at a depth of I. A combined footing 10 h below the b) D...
soil mechanics please solve part A and part B
al column loads shown in the figure below the net stress increase yt the center of the footing at a depth of I. A combined footing 10 h below the b) Determine the net stress increase at the edge of the footing at point A. at a depth of 10 t below the base of the footing. as shown in the figure Use Boussinesq's equation. Ignore the weight of the concrete...
14.23- TOPIC: COLUMNS together, as shown in figure below. The applied load is P -80 kips....
14.23- TOPIC: COLUMNS together, as shown in figure below. The applied load is P -80 kips. a) If the length is L- 10 ft, what are the maximum stress and the maximum deflection? Consider this: A wooden box column (E- 1800 ksi) is constructed by joining four pieces of lumber b) If the allowable stress is 3 ksi, what is the maximum permissible length L to the nearest inch? Present a clearly written step-by-step solution 4 in 4 in 8...
A concrete column of mass density p supports its own weight, as shown in the figure...
A concrete column of mass density p supports its own weight, as shown in the figure below. (Assume that the solid is subjected to a uniform gravitational body force of magnitude g per unit mass). a) Show that the stress distribution ơy--pg(H-y) and ơx-Txy-0 satisfies the two-dimensional stress equilibrium equations [10 marks] b) Suppose that the concrete contains a large number of randomly oriented micro-cracks. A crack which lies at an angle φ to the x-axis will propagate if where...
14-1. For the beam shown in the figure, a) b) c) d) Find the magnitude and...
14-1. For the beam shown in the figure, a) b) c) d) Find the magnitude and direction of the reactions Draw the shear and moment diagrams Compute the maximum bending stress and indicate its location Calculate the factor of safety of the beam. The beam is a W10x12 and is made of A992 Steel, having a yield stress of 50 ksi and a modulus of elasticity of 29000000 psi. 12oo A 3.5IN d = 9.87" Ix 53.8 IN
The gears attached to the fixed-end steel shaft are subjected to the torques shown in the figure. If the shear modulus of elasticity is 150 GPa a determine the following: nd the shaft has a d...
The gears attached to the fixed-end steel shaft are subjected to the torques shown in the figure. If the shear modulus of elasticity is 150 GPa a determine the following: nd the shaft has a diameter of 14 mm, a. Sketch the torque diagram along the steel shaft. b. Determine the maximum shear stress at Tmax and specify location. c. Sketch the shear stress distribution along the radial line at location specified in (b). d. Determine the displacement of the...
summatize the following info and break them into differeng key points. write them in yojr own...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
Q1 (30 pts): Three forces are applied on the column shown in the figure. Neglect the self-weight of the material and find the stress at Points A, B, C, D 30 kN 16 kN 20 kN Y 30 kN 16 kN --> x 60 mm 20 kN 90 mm Top View Side View
20 A concrete column with hollow circular cross section is under external loads as shown in Figure 1. Horizontal distributed load is defined by w=1/8*x’ function and its value reaches to 8 kN at the top of the column. Also, 50 kN vertical load is applied from the top of the column and its application point is 400 mm away from the centroid of the column as shown in the figure. Concrete column has hollow circular cross section and outer...
please help me solve this whole mechanical design
problem
thanks
Q3. (30 points) For the state of plane stress shown, Stresses, σ. σ2 (b) the orientation of the principal stresses, s, (c) the maximum in plane shearing stress, Tmar and (d) its orientation, p. (e) the normal stress at the plane of maximum shear stress, (1) sketch of the rotated plane element for the principal stresses and the rotated plane element for maximum shear stress similar to figure 1, below...
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section of the column if P 60kN. (a) [10 marks] 2P 15 mm 15 mm 150 m 150 mm 15 mmi 100 m 100 mm 75 mm 100 mm
A column is subjected to eccentric forces of P and 2P as shown in figure 5a. Calculate the maximum normal stress developed on the cross section...
soil mechanics please solve part A and part B
al column loads shown in the figure below the net stress increase yt the center of the footing at a depth of I. A combined footing 10 h below the b) Determine the net stress increase at the edge of the footing at point A. at a depth of 10 t below the base of the footing. as shown in the figure Use Boussinesq's equation. Ignore the weight of the concrete...
14.23- TOPIC: COLUMNS together, as shown in figure below. The applied load is P -80 kips. a) If the length is L- 10 ft, what are the maximum stress and the maximum deflection? Consider this: A wooden box column (E- 1800 ksi) is constructed by joining four pieces of lumber b) If the allowable stress is 3 ksi, what is the maximum permissible length L to the nearest inch? Present a clearly written step-by-step solution 4 in 4 in 8...
A concrete column of mass density p supports its own weight, as shown in the figure below. (Assume that the solid is subjected to a uniform gravitational body force of magnitude g per unit mass). a) Show that the stress distribution ơy--pg(H-y) and ơx-Txy-0 satisfies the two-dimensional stress equilibrium equations [10 marks] b) Suppose that the concrete contains a large number of randomly oriented micro-cracks. A crack which lies at an angle φ to the x-axis will propagate if where...
14-1. For the beam shown in the figure, a) b) c) d) Find the magnitude and direction of the reactions Draw the shear and moment diagrams Compute the maximum bending stress and indicate its location Calculate the factor of safety of the beam. The beam is a W10x12 and is made of A992 Steel, having a yield stress of 50 ksi and a modulus of elasticity of 29000000 psi. 12oo A 3.5IN d = 9.87" Ix 53.8 IN
The gears attached to the fixed-end steel shaft are subjected to the torques shown in the figure. If the shear modulus of elasticity is 150 GPa a determine the following: nd the shaft has a diameter of 14 mm, a. Sketch the torque diagram along the steel shaft. b. Determine the maximum shear stress at Tmax and specify location. c. Sketch the shear stress distribution along the radial line at location specified in (b). d. Determine the displacement of the...
summatize the following info and break them into differeng key points. write them in yojr own words
apartus
6.1 Introduction—The design of a successful hot box appa- ratus is influenced by many factors. Before beginning the design of an apparatus meeting this standard, the designer shall review the discussion on the limitations and accuracy, Section 13, discussions of the energy flows in a hot box, Annex A2, the metering box wall loss flow, Annex A3, and flanking loss, Annex...
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