Solution to Problem 442 | Relationship Between Load, Shear, and Moment Problem 442 Beam carrying the uniformly varying load shown in Fig. P-442. Click here to read or hide the general instruction Without writing shear and moment equations, draw the shear and moment diagrams for the beams specified in the following problems. Give numerical values at all change of loading positions and at all points of zero shear. Read more about Solution to Problem 442 | Relationship Between Load, Shear, and MomentLog in or register to post comments
Solution to Problem 419 | Shear and Moment Diagrams Problem 419 Beam loaded as shown in Fig. P-419. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 419 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 417 | Shear and Moment Diagrams Problem 417 Beam carrying the triangular loading shown in Fig. P-417. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 417 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 416 | Shear and Moment Diagrams Problem 416 Beam carrying uniformly varying load shown in Fig. P-416. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 416 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 414 | Shear and Moment Diagrams Problem 414 Cantilever beam carrying the load shown in Fig. P-414. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 414 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 411 | Shear and Moment Diagrams Problem 411 Cantilever beam carrying a distributed load with intensity varying from wo at the free end to zero at the wall, as shown in Fig. P-411. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 411 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 410 | Shear and Moment Diagrams Problem 410 Cantilever beam carrying the uniformly varying load shown in Fig. P-410. Click here to read or hide the general instruction Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem. Read more about Solution to Problem 410 | Shear and Moment DiagramsLog in or register to post comments
