## Strength of materials |

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Page 119

Cantilever beam acted upon by a uniformly distributed load and a couple as

loaded as

427 ...

Cantilever beam acted upon by a uniformly distributed load and a couple as

**shown in Fig**. P-426. 5kN/m M Figure P-426 r 2 m 4- 2 m 4—1 60kN-m 427. Beamloaded as

**shown in Fig**. P-427. 8001b 100 lb/ft J UUHIllUlUlUTT -9 ft- Figure P-427 ...

Page 206

Beam loaded with a uniformly varying load and a couple as

Ans. (areata • xA = 30.0 X 1 03 lb • ft3 «1 Figure P-628 and P-629 629. Solve

Prob. 628 if the sense of the couple is counterclockwise instead of clockwise as ...

Beam loaded with a uniformly varying load and a couple as

**shown in Fig**. P-628.Ans. (areata • xA = 30.0 X 1 03 lb • ft3 «1 Figure P-628 and P-629 629. Solve

Prob. 628 if the sense of the couple is counterclockwise instead of clockwise as ...

Page 225

This M diagram may be drawn by parts from C to B as

B to C as

body diagram of the right half of the beam is also shown adjacent to it. Note that ...

This M diagram may be drawn by parts from C to B as

**shown in Fig**. 6-27c or fromB to C as

**shown in Fig**. 6-27d. To facilitate understanding of Fig. 6-27d, the free-body diagram of the right half of the beam is also shown adjacent to it. Note that ...

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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