## Strength of materials |

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Page 254

here by the area-moment method shows the close similarity of the two methods

and demonstrates the direct use of the moment diagram. We begin by drawing ...

**Solution**: This problem was solved on page 246 by double integration. Its**solution**here by the area-moment method shows the close similarity of the two methods

and demonstrates the direct use of the moment diagram. We begin by drawing ...

Page 303

6000 N 9000 N/m 6000 N/m ^r-rHS ® ® ®

The first, in (a), involves ILLUSTRATIVE PROBLEMS 303. -±- 4 m 4 m J 4m DF 1

0.5 0.5 ...

6000 N 9000 N/m 6000 N/m ^r-rHS ® ® ®

**Solution**(a) Regular procedure**Solution**(b) Shortcut procedure Figure 8-23**Solution**: There are two**solutions**.The first, in (a), involves ILLUSTRATIVE PROBLEMS 303. -±- 4 m 4 m J 4m DF 1

0.5 0.5 ...

Page 304

that was described in Illustrative Problem 874 for free ends on two spans. It is

inconvenient to treat a free end as fixed, carry the moment over to it, and then

release ...

**Solution**: There are two**solutions**. The first, in (a), involves the same procedurethat was described in Illustrative Problem 874 for free ends on two spans. It is

inconvenient to treat a free end as fixed, carry the moment over to it, and then

release ...

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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