## Strength of materials |

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Page 40

An

applied at the positions shown in Fig. P-209. Compute the total change in length

of the bar if E = 10 X 106 psi. Assume the bar is suitably braced to prevent lateral

...

An

**aluminum**bar having a cross-sectional area of 0.5 in.2 carries the axial loadsapplied at the positions shown in Fig. P-209. Compute the total change in length

of the bar if E = 10 X 106 psi. Assume the bar is suitably braced to prevent lateral

...

Page 53

The composite bar in Fig. P-245 is firmly attached to unyielding supports.

Compute the stress in each material caused by the application of the axial load P

= 50 kips. Ans, = 5030 psi Figure P-245 and P-246 1

10 X ...

The composite bar in Fig. P-245 is firmly attached to unyielding supports.

Compute the stress in each material caused by the application of the axial load P

= 50 kips. Ans, = 5030 psi Figure P-245 and P-246 1

**Aluminum**A = 1.25 in.2 E =10 X ...

Page 367

10-2a consisting of an

securely attached. By using the ratio of the moduli of elasticity of the steel and

bronze to that of the

equivalent ...

10-2a consisting of an

**aluminum**core to which plates of steel and bronze aresecurely attached. By using the ratio of the moduli of elasticity of the steel and

bronze to that of the

**aluminum**, the composite section is transformed into anequivalent ...

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### Common terms and phrases

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