P Tav P σαν
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- -26 A rectangular plate of dimensions 125 mm × 75 mm is subjected to tensile stress sy= 67 kPa and compressive stress a. If it is known that the normal stress along the diagonal t—t is ??t= -6.57 kPa, find stress ??y on element A. a.4 The stresses on an clement arc known to be sx= 120 MPa, sy= 100 MPa, and txy= 75 MPa. Find the stresses on an inclined section through the element at an angle ? = 45°.The state of stress on an element along the hydraulic lift cylinder on a truck is trv= — 5 MPaLFind the maximum shear stress on the clement and show the state of stress on a sketch of a properly oriented clement.
- The cylinder is shown in Figure is made of steel having a specific weightof gst = 490 lb>ft3. Determine the average compressive stress acting atpoints A and B.Question 5 A same circular plate with radius of Ro-560mm and thickness of h=7.42mm is considered here again. The plate is subjected to a pressure of P-2,600 KPa and the Poisson's ratio is V-0.32. Find the absolute value of the radial stress at the centre of the plate in KPa (write your answer without considering the negative or positive sign). (Hint: round your answer 4 digits after decimal point))? Ro Your Answer: AnswerCalculate non-zero stress components (normal and shear) at points A, B and C. Point C is located at the center of the cross section attached to the wall. Calculate non-zero strain components at point B. Neglect shear stress due to shear force. Given: loading F = 400 N, P-2000 N, and T = 75 N·m, Young's modulus E = 70 GPa, Poisson's ratio v = 0.25 15-mm D. -100 mm
- The same circular plate, as in the previous questions, is considered. Assume a plate radius of Ro=490mm and a plate thickness of h=9.64mm, respectively. Also, assume that the plate is subjected to a uniform pressure of P=1,440 KPa, and that the plate is made of a material of Poisson's ratio V=0.34. Find the absolute value of the radial stress at the centre of the plate in KPa. NOTES: type in your answer without considering any negative sign; round-off your answer to 4 decimal places. ↓ r> P Ro VIT1 Awall bracket, as shown in Fig, is subjected to a force P = 5 kN, The cross-section of bracket is rectangular having b Determine the dimensions b and t if the stress in the material of the bracket is limited to 28 MPa. 120 = 3t 601. Find the flexural stress at point A 2.5 kN/m 2.25 m 3.5 m
- Current Attempt in Progress The rectangular bar is connected to the support bracket with a 11-mm-diameter pin. The bar width is w-70 mm and the bar thickness is 10 mm. Each side of the bracket has the same dimensions as the bar. The average shear stress in the pin cannot ex t exceed 100 MPa, the bearing stress in the bar cannot exceed 150 MPa, and the bearing stress in the bracket cannot exceed 140 MPa. Determine the maximum value of Pax that can be supported by the structure. Answer: Pax 3 KN2. If the allowable shear stress for each of the steel pins at A and B is tpe 6.5 ksi and the allowable normal stress for bar CB is Operm 10 ksi, determine the diameter of the pins at A and B and that of the square bar CB. Pin A is in double shear while Pin B is in single shear. Ignore points D and E. (^ } 2.5 ft -3 ft -5 ft 150 lb/ft Fx =The collar bearing shown is subject to a 500 kN force. 500 kN The collar is 25 mm thick. Find d and D (to the nearest mm) so that the allowable normal stress in the column collar bearing of o = 280 MPa, the allowable shear stress in the collar collar of t = 200 MPa and the allowable bearing stress between the collar and the support of ob = 70 MPa is not exceeded.