## Strength of materials |

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Page 337

(We are assuming that a\ > a2 > 0, but the conclusions are valid even if one or

both of the principal stresses are negative.) The

represented by the radius of the largest Mohr's circle, and thus it will be equal to ...

(We are assuming that a\ > a2 > 0, but the conclusions are valid even if one or

both of the principal stresses are negative.) The

**maximum shearing stress**will berepresented by the radius of the largest Mohr's circle, and thus it will be equal to ...

Page 339

kl I20| — = — — = 10 ksi 2 2 Therefore the absolute

25 ksi. Note that the magnitude of the maximum in-plane shearing stress is less

than the absolute

kl I20| — = — — = 10 ksi 2 2 Therefore the absolute

**maximum shearing stress**is25 ksi. Note that the magnitude of the maximum in-plane shearing stress is less

than the absolute

**maximum shearing stress**because a, and a2 have the same ...Page 349

Determine the safe horsepower that can be developed at 250 rpm without

exceeding a

13 ksi. Ans, hp = 402 958. In a certain machine, a shaft 3 in. in diameter carries a

...

Determine the safe horsepower that can be developed at 250 rpm without

exceeding a

**maximum shearing stress**of 10 ksi and a maximum normal stress of13 ksi. Ans, hp = 402 958. In a certain machine, a shaft 3 in. in diameter carries a

...

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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