4-in square steel bar subjected to transverse biaxial tensile stresses
Consider a 4-in square steel bar subjected to transverse biaxial tensile stresses of 20 ksi in the x direction and 10 ksi in the y direction. (a) Assuming the bar to be in a state of plane stress, determine the strain in the z direction and the elongations of the plate in the x and y directions. (b) Assuming the bar to be in a ...continues
circular steel shaft with varying diameters under multiple torsional loads
A circular steel shaft of the dimensions shown in the figure is subjected to three torques: T1=28 k-in, T2=-8 k-in, and T3 = 10 k-in. (a) What is the angle of twist of the right end due to the applied torques? (b) Plot the angle of twist diagram along the shaft. Let G=12 106 psi.
Hollow shaft transmitting power with shear limits.
(a) Design a hollow steel shaft to transmit 300 hp at 75 rpm without exceeding a shear tress of 8000 psi. Use 1.2:1 as the ratio of the outside diameter to the inside diameter. (b) What solid shaft could be used instead?
A 150 200 mm wooden beam shown in Fig 9-4 (a) is used to support a uniformly distributed load of 4 kN (total) on a simple span of 6000 mm. The applied load acts in a plane making an angle, , of 20 with the vertical, as shown in Fig 9-4 (b) and again in Fig. 9-4 (c). Calculate the maximum bending stress ...continues
Thin walled box beam with end load at an angle.
A box beam made from an extruded aluminium ally having 5 414 mm wall thickness is loaded by an inclined force P=100 N, as shown in the figure. Determine the maximum stress on section a-b. For the box beam, use the centreline dimension for finding I. (Note that the stress is far away from the support where large local stress co ...continues
Determining the largest couple that can be applied to a beam in pure bending.
A beam of cross section shown is extruded from an aluminum alloy for which σy = 310 MPa and σu = 480 MPa. Using a factor of safety 3, determine the largest couple which may be applied to the beam when it is bent about the z axis.
Two vertical forces are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam.
Statistically indeterminate structures
You don't have to solve these problems. All you have to do is delete redundant constraints from the given structure and convert it into a statistically determinate structure.
statically indeterminate structures
Hi YOU DON'T HAVE TO SOLVE THESE PROBLEMS . ALL YOU HAVE TO DO IS DELETE REDUNDANT CONSTRAINTS FROM THE GIVEN STRUCURE AND CONVERT IT INTO A STATICALLY DETERMINATE STRUCURE .
energy methods - use either castiglianos theorem or unit load method to solve
please leave out part b of the problem below :
