A beam 3 m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200 N at a point 2 m from the left support. Calculate the maximum deflection assuming E = 50 GPa and | = 1x10^6 mm^4. %3D %3D O 1.5 mm 2.4 mm 3.5 mm 2.9 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A beam 3 m long is simply supported at its
ends. The beam is loaded with a downward
vertical load of 200 N at a point 2 m from the
left support.
Calculate the maximum deflection assuming
E = 50 GPa and | = 1x10^6 mm^4.
%3D
%3D
O 1.5 mm
2.4 mm
3.5 mm
2.9 mm
Transcribed Image Text:A beam 3 m long is simply supported at its ends. The beam is loaded with a downward vertical load of 200 N at a point 2 m from the left support. Calculate the maximum deflection assuming E = 50 GPa and | = 1x10^6 mm^4. %3D %3D O 1.5 mm 2.4 mm 3.5 mm 2.9 mm
Calculate the rotation of the beam at the right
support.
O 0.00444 rad
0.00111 rad
O 0.00333 rad
0.00222 rad
Transcribed Image Text:Calculate the rotation of the beam at the right support. O 0.00444 rad 0.00111 rad O 0.00333 rad 0.00222 rad
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