## Strength of materials |

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Page 349

The solid shaft of a small hydraulic turbine is 4 in. in diameter and supports an

axial compressive load of 32t

developed at 250 rpm without exceeding a maximum shearing stress of 10 ksi

and a ...

The solid shaft of a small hydraulic turbine is 4 in. in diameter and supports an

axial compressive load of 32t

**kips**. Determine the safe horsepower that can bedeveloped at 250 rpm without exceeding a maximum shearing stress of 10 ksi

and a ...

Page 427

(»2-7) The use of these equations is shown in the following illustrative problem.

ILLUSTRATIVE PROBLEM 1229. On the connection of 12 rivets shown in Fig. 12-

15, the load P = 48

...

(»2-7) The use of these equations is shown in the following illustrative problem.

ILLUSTRATIVE PROBLEM 1229. On the connection of 12 rivets shown in Fig. 12-

15, the load P = 48

**kips**passes through the center of rivet B and has a slope of 4...

Page 439

The moment of P about this centroid determines the torsional couple to be T=Pe

= 10(2.6 + 4) = 66.0

7's for each weld. Remembering that x and y are the coordinates of the center of ...

The moment of P about this centroid determines the torsional couple to be T=Pe

= 10(2.6 + 4) = 66.0

**kip**• in. The modified J for the weld group is the sum of the7's for each weld. Remembering that x and y are the coordinates of the center of ...

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### Common terms and phrases

allowable stresses aluminum angle area-moment assumed axes axial load beam in Fig beam loaded beam shown bending bolts cantilever beam caused centroid column components compressive stress Compute the maximum concentrated load connector cross section deformations Determine the maximum diameter elastic curve element end moments equal equivalent Euler's formula factor of safety fibers Figure flange flexure formula free-body diagram Hence Hooke's law horizontal Illustrative Problem kips lb/ft length loaded as shown main plate maximum shearing stress maximum stress method midspan deflection Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius reaction rectangular resisting resultant rivet rotation segment shaft shear center shear diagram shearing force shown in Fig slope Solution span static steel strain tensile stress thickness three-moment equation torque torsional U.S. Customary Units uniformly distributed load vertical shear weld zero