5m Problem 1: The hollow steel shaft shown (G = 77.2 GPa, talow = 60 MPa) rotates at 250 rpm. Determine (a) the maximum power that can be transmitted, (b) the corresponding angle of twist of the shaft. 60 mm Problem 2: Write the shear and moment equations for the beams in the following problems. Then draw the shear and moment diagrams, specifying values at all change of loading positions and at all points of 25 mm zero shear. 2 kip/ft 10 kip 8 kip 40 kip-ft - 4 ft- Problem 3: Without writing the shear and moment equations, draw the shear force and bending moment diagrams for the beam. Indicate values of shear and bending moment at all change of load points. Solve also for point of zero shear. 4 kN/m !!! A 3 m 3 m-

5m Problem 1: The hollow steel shaft shown (G = 77.2 GPa, talow = 60 MPa) rotates at 250 rpm. Determine (a) the maximum power that can be transmitted, (b) the corresponding angle of twist of the shaft. 60 mm Problem 2: Write the shear and moment equations for the beams in the following problems. Then draw the shear and moment diagrams, specifying values at all change of loading positions and at all points of 25 mm zero shear. 2 kip/ft 10 kip 8 kip 40 kip-ft - 4 ft- Problem 3: Without writing the shear and moment equations, draw the shear force and bending moment diagrams for the beam. Indicate values of shear and bending moment at all change of load points. Solve also for point of zero shear. 4 kN/m !!! A 3 m 3 m-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Principles of Steel Design