## Strength of materials |

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Page 101

zero at the wall, as shown in Fig. P-411. Ans. M = 6L 2 -to lb/ft 180 lb/ ft L 100 lb/ft

4' ...

**Cantilever beam**carrying the uniformly varying load shown in Fig. P-410. 411.**Cantilever beam**carrying a distributed load varying from w lb/ft at the free end tozero at the wall, as shown in Fig. P-411. Ans. M = 6L 2 -to lb/ft 180 lb/ ft L 100 lb/ft

4' ...

Page 208

Determine the value of P for the beam loaded as shown in Fig. ... Deflection of

the distance from the point on the elastic curve to a tangent drawn to the curve at

...

Determine the value of P for the beam loaded as shown in Fig. ... Deflection of

**Cantilever Beams**It will be recalled that the tangential deviation at any point isthe distance from the point on the elastic curve to a tangent drawn to the curve at

...

Page 214

For the beam loaded as shown in Fig. P-640, determine the deflection at 8 ft from

the wall. Assume that E = 1.5 X 106 psi and / = 40 in.4. Ans. S = 1.583 in. 641.

Find the maximum deflection in the

641 ...

For the beam loaded as shown in Fig. P-640, determine the deflection at 8 ft from

the wall. Assume that E = 1.5 X 106 psi and / = 40 in.4. Ans. S = 1.583 in. 641.

Find the maximum deflection in the

**cantilever beam**loaded as shown in Fig. P-641 ...

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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