3. Determine the maximum deflection for the beam shown by the moment-area method. 30 k Į B -7 ft- El = constant E I -14 ft- = 10,000 ksi = 500 in.4 =

Structural Analysis
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Chapter2: Loads On Structures
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3.
Determine the maximum deflection for the beam shown by the moment-area method.
30 k
Į
B
-7 ft-
El = constant
E
I
-14 ft-
= 10,000 ksi
= 500 in.4
=
Transcribed Image Text:3. Determine the maximum deflection for the beam shown by the moment-area method. 30 k Į B -7 ft- El = constant E I -14 ft- = 10,000 ksi = 500 in.4 =
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