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Question 6 A 25x25x25-cm block of steel (E-200 GPa, v 0.3) is loaded with a uniformly...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w 23 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 16 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress ơmax in the beam. Assume LAB = 3.3 m, LBC = 6.2 m. LAB BC Answers: (a) A - (b)...
the material is structural steel with σf = 220 MPa, E = 200 GPa, ν =...
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...
Part 1 The 225 x 225 x 1,350-mm oak [E = 12 GPa) block (2) shown...
Part 1 The 225 x 225 x 1,350-mm oak [E = 12 GPa) block (2) shown is reinforced by bolting two 5 x 225 x 1,350 mm steel [E = 200 GPa) plates (1) to opposite sides of the block. A concentrated load of 410 kN is applied to a rigid cap. Assume P = 410 kN, L = 1.35 m. Determine (a) the normal stresses in the steel plates (1) and the oak block (2). (b) the shortening of...
a cylindrical tank is made from A-36 OBLEM 2: The cylindrical tank is made from A-36 steel with a yield strength ayie 250 MPa, modulus ef elasticity &-200 GPa and Poisson's ratio v 0.3. W...
a cylindrical tank is made from A-36
OBLEM 2: The cylindrical tank is made from A-36 steel with a yield strength ayie 250 MPa, modulus ef elasticity &-200 GPa and Poisson's ratio v 0.3. When the tank is pressuri pressure p, a 60 strain rosette mounted on the surface measures the following strains: & 100(10), 343(10), maximum-distortion-energy theory, to determine the factor of safety against yielding (c) Find the internal pressure p acting within the tank. (30 Points) 343(10) Use...
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded...
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figure. A uniformly distributed load of w = 66 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by d = 8 mm. Determine: (a) the reactions at supports A and B. (b) the maximum bending stress in the beam. Assume a = 5.5 m and b = 1.3...
4.A thin-walled cylindrical column carries a weightless arch and is loaded as shown in Figure 4. The column has an internal diameter of 250 mm with a thickness of 2 mm Given: E-200 GPa and 0.3 The an...
4.A thin-walled cylindrical column carries a weightless arch and is loaded as shown in Figure 4. The column has an internal diameter of 250 mm with a thickness of 2 mm Given: E-200 GPa and 0.3 The answer to each part of the question is to be used for subsequent parts (a)Determine the stresses on the outer surface of the cylinder at points A and B due to (8 marks) (b) Determine the minimum internal pressure p required if the...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the ver...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
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...
P11.062 A W250 × 32.7 structural steel [E-200 GPa] wideflange shape is loaded and supported as shown. A uniformly distributed load of w 23 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 16 mm. Determine: (a) the reactions at supports A, B, and C. (b) the maximum bending stress ơmax in the beam. Assume LAB = 3.3 m, LBC = 6.2 m. LAB BC Answers: (a) A - (b)...
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...
Part 1 The 225 x 225 x 1,350-mm oak [E = 12 GPa) block (2) shown is reinforced by bolting two 5 x 225 x 1,350 mm steel [E = 200 GPa) plates (1) to opposite sides of the block. A concentrated load of 410 kN is applied to a rigid cap. Assume P = 410 kN, L = 1.35 m. Determine (a) the normal stresses in the steel plates (1) and the oak block (2). (b) the shortening of...
a cylindrical tank is made from A-36
OBLEM 2: The cylindrical tank is made from A-36 steel with a yield strength ayie 250 MPa, modulus ef elasticity &-200 GPa and Poisson's ratio v 0.3. When the tank is pressuri pressure p, a 60 strain rosette mounted on the surface measures the following strains: & 100(10), 343(10), maximum-distortion-energy theory, to determine the factor of safety against yielding (c) Find the internal pressure p acting within the tank. (30 Points) 343(10) Use...
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figure. A uniformly distributed load of w = 66 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by d = 8 mm. Determine: (a) the reactions at supports A and B. (b) the maximum bending stress in the beam. Assume a = 5.5 m and b = 1.3...
4.A thin-walled cylindrical column carries a weightless arch and is loaded as shown in Figure 4. The column has an internal diameter of 250 mm with a thickness of 2 mm Given: E-200 GPa and 0.3 The answer to each part of the question is to be used for subsequent parts (a)Determine the stresses on the outer surface of the cylinder at points A and B due to (8 marks) (b) Determine the minimum internal pressure p required if the...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
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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