Using double-integration method, the cantilever beam shown in the figure consists of a W530 x 74 structural steel wide-flange shape [E= 200GPa; I=410x10^6 mm^4]. Compute the deflection of the beam at C for the loading shown. 38KN 28KN/m B C 4m A 3m

Structural Analysis
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Chapter2: Loads On Structures
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Using double-integration method, the cantilever beam shown in the figure consists of a W530 x 74 structural steel wide-flange shape [E= 200GPa; I=410x10^6 mm^4]. Compute the deflection of the beam at C for the loading shown.

Using double-integration method, the cantilever beam shown in the figure consists of a W530 x 74
structural steel wide-flange shape [E= 200GPa; I=410x10^6 mm^4]. Compute the deflection of the beam at C for
the loading shown.
38KN
28KN/m
B
с
4m
A
3m
Transcribed Image Text:Using double-integration method, the cantilever beam shown in the figure consists of a W530 x 74 structural steel wide-flange shape [E= 200GPa; I=410x10^6 mm^4]. Compute the deflection of the beam at C for the loading shown. 38KN 28KN/m B с 4m A 3m
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