The figure shows an aluminum beam OB with rectangular cross section, pinned to the ground at one end and supported steel rod with hooks formed on the ends. A load is applied as shown. Use superposition to determine the vertical deflec in dia. - 12 in 2 in Fin thick 7 in- -12 in-

The figure shows an aluminum beam OB with rectangular cross section, pinned to the ground at one end and supported steel rod with hooks formed on the ends. A load is applied as shown. Use superposition to determine the vertical deflec in dia. - 12 in 2 in Fin thick 7 in- -12 in-

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Combined Loading

Any functioning component, such as machine parts, structural members, pressure vessels, and so on, are all under the influence of more than one force. When anybody is under the influence of more than one force such as shear forces, bending moments, axial forces, torsion, and so on, then such body is said to be under combined loading. A very practical example of combined loading is the crankshaft of an internal combustion engine (IC engine). The crankshaft of the IC engine is under high rpm, which is caused due to the torsional forces. Due to the presence of piston, counterbalances, and internal imbalances, the crankshaft experiences lateral forces and due to the rise in temperature, the crankshaft undergoes thermal expansion, which pulls the crankshaft along the axial direction and lateral direction. The presence of unbalanced loads along the periphery of the crankshaft also induces a bending moment.

Question

The figure shows an aluminum beam OB with rectangular cross section, pinned to the ground at one end and supported by a round
steel rod with hooks formed on the ends. A load is applied as shown. Use superposition to determine the vertical deflection at point B.
Fin dia -
12 in
2 in
Fin thick
B
7 in-
12 in
where F= 115 Ibf
The vertical deflection at point B is -
in.

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