Consider the uniformly loaded (w= 100 lbf/in) and simply supported steel beam with an overhang, as shown in the figure. Given L = 8 in and a = 6 in. The area moment of inertia of the beam/= 0.05 in 4. Use singularity functions to determine the deflection at the midway between the supports and at the end of the beam.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Consider the uniformly loaded (w= 100 lbf/in) and simply supported steel beam with an overhang, as shown in the figure. Given L = 8
in and a = 6 in. The area moment of inertia of the beam /= 0.05 in 4. Use singularity functions to determine the deflection at the midway
between the supports and at the end of the beam.
L
w
The deflection at mid-span is
The deflection at the end of the beam is
in.
B
a
in.
Transcribed Image Text:Consider the uniformly loaded (w= 100 lbf/in) and simply supported steel beam with an overhang, as shown in the figure. Given L = 8 in and a = 6 in. The area moment of inertia of the beam /= 0.05 in 4. Use singularity functions to determine the deflection at the midway between the supports and at the end of the beam. L w The deflection at mid-span is The deflection at the end of the beam is in. B a in.
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