A simply supported beam is carrying a uniform load. If the beam properties are given below, what is the final stress at top of the beam section at midspan where the total losses of the prestressing force is 27% (MPa)
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- A brief, deep cantilever pillar is 500 mm long by 200 mm deep and is 2 mm thick. It carries a vertically descending load of 35 kN at its end. Expecting that the shear push is consistently dispersed over the cross area of the bar. Which of the following gives the uniform shear strain of the beam in radians if the shear modulus or Modulus of Rigidity G=25000 N/mm^2?A rectangular beam has a dimension of 210 mm x 260 mm. The simply supported beam is 5-m long and carries a concentrated load of 25 KN at the midspan. What is the maximum flexural stress of the beam?A 100 mm x 300 mm x 5 m long simply supported beam carries a uniform load of 6 kN/m over its entire lenght. Determine the maximum shearing stress and the maximum bending stress developed in the beam.
- A beam width = 400 mm and height = 600 mm is subjected to a prestressing force of 200 kN at eccentricity = 150 mm. The beam with a length = 12 m is simply supported with loads of 10 kN/m in the entire length and a concentrated force of 50 kN. What are the stresses at the top and bottom at the centerline and at the points located at L/4 from the support?A rectangular beam has a dimension of 210 mm x 260 mm. The simply supported beam is 5-m long and carries a uniform load equal to 12 KN/m. What is the maximum shearing stress of the beam?A 5-m simply-supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the maximum flexural stress if the beam has a rectangular cross-section with b = 300 mm and h = 600 mm? (in MPa) answer in 3 decimal places
- 2. A simply supported beam 10 m long carries a uniformly distributed load of 20 kN/m over its entire length and a concentrated load of 40 kN at midspan. If the allowable stress is 120 MPa, determine the lightest W shape beam that can be used.A propped cantilever beam of length ? = 1 m, with an inner hinge at point B, carries a uniformly distributed load ?, as shown in Figure Q1 (a). The beam is made from a circular hollow section with an inner radius of ?? = 5 cm and a thickness of ? = 2 cm (refer to Figure Q1 (b)). The maximum allowable longitudinal stress of the beam is 150 N/mm2.The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
- The girder of a simple log bridge supports a wheel load W acting at any position along the span. In addition, the weight of one log and the planks it supports is equivalent to a uniform load of 850 N/m acting on the log. Determine the maximum permissible wheel load W (in kN) based on an allowable shear stress of 0.75 MPa if the maximum shear stress on circular sections is 4/3 of the shear force divided by the cross-sectional Choices: 28.9 38.7 77.4 30.2 Note:please help me in this sample problem thank youA 5-m simply-supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the maximum flexural stress if the beam has a triangular cross-section with b = 300 mm and h = 600 mm? (in MPa)Calculate the stress in Mpa at the top and bottom experienced by the beam shown in the fixed end if the initial prestress force is 800 kN with 15% losses.