Solution to Problem 426 | Relationship Between Load, Shear, and Moment Problem 426 Cantilever beam acted upon by a uniformly distributed load and a couple as shown in Fig. P-426. 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. (Note to instructor: Problems 403 to 420 may also be assigned for solution by semi-graphical method describes in this article.) Read more about Solution to Problem 426 | Relationship Between Load, Shear, and MomentLog in or register to post comments
Solution to Problem 418 | Shear and Moment Diagrams Problem 418 Cantilever beam loaded as shown in Fig. P-418. 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 418 | Shear and Moment DiagramsLog in or register to post comments
Solution to Problem 415 | Shear and Moment Diagrams Cantilever beam loaded as shown in Fig. P-415. 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 415 | 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
Solution to Problem 409 | Shear and Moment Diagrams Problem 409 Cantilever beam loaded as shown in Fig. P-409. 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 409 | Shear and Moment DiagramsLog in or register to post comments
