## Strength of materials |

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Page 445

The maximum size of the fillet

three-fourths ot the-tlnc kness, or j X % = ^ in. The strength per inch of this size of

are ...

The maximum size of the fillet

**weld**for a rounded edge at the toe of an angle isthree-fourths ot the-tlnc kness, or j X % = ^ in. The strength per inch of this size of

**weld**is F = 9600< = 9600 X ^ = 2700 lb/in. Hence the required lengths of**weld**are ...

Page 447

Eccentrically Loaded

of static equilibrium were used to determine the force to be resisted by a

This analysis was based on the concept that the

its ...

Eccentrically Loaded

**Welded**Connections In the preceding article the methodsof static equilibrium were used to determine the force to be resisted by a

**weld**.This analysis was based on the concept that the

**weld**is uniformly loaded alongits ...

Page 451

A bracket is

Determine the size of fillet

much can P be increased? Ans. Use -j^-in.

lb Fig.

A bracket is

**welded**to the frame of a machine as shown in Fig. P-1249.Determine the size of fillet

**welds**to be specified. With this size of**weld**, by howmuch can P be increased? Ans. Use -j^-in.

**welds**; 750 lb P- 18,000 lb P = 24,000lb Fig.

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allowable stresses aluminum angle assumed axes axial load beam in Fig beam loaded beam shown bending bolt cantilever beam caused centroid CN CN column compressive stress Compute the maximum concentrated load concrete cover plate cross section deformation Determine the maximum diameter elastic curve end moments equal equivalent Euler's formula factor of safety fibers flange flexure formula free-body diagram ft long ft-lb Hence hinged Hooke's law horizontal ILLUSTRATIVE PROBLEMS lb/ft length loaded as shown main plate maximum shearing stress maximum stress midspan midspan deflection modulus Mohr's circle moments of inertia neutral axis obtain plane plastic positive product of inertia proportional limit radius ratio reaction Repeat Prob resisting restrained beam resultant segment shaft shear center shear diagram shearing force shown in Fig Solution Solve Prob span static steel strain tensile stress thickness torque torsional uniformly distributed load vertical shear weld zero