An 8-m span simple beam carries a uniform load of 2 kN/m and a concentrated load of 4 kN, two meters from the left support. Calculate the deflection one meter on the right of the maximum deflection. Use E = 170 x 10^6 KPa and | = 80 x 10^6 mm^4. %3D 10 mm 17 mm 14 mm 20 mm
An 8-m span simple beam carries a uniform load of 2 kN/m and a concentrated load of 4 kN, two meters from the left support. Calculate the deflection one meter on the right of the maximum deflection. Use E = 170 x 10^6 KPa and | = 80 x 10^6 mm^4. %3D 10 mm 17 mm 14 mm 20 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An 8-m span simple beam carries a uniform
load of 2 kN/m and a concentrated load of 4
kN, two meters from the left support.
Calculate the deflection one meter on the
right of the maximum deflection. Use E = 170
%3D
x 10^6 KPa and I = 80 x 10^6 mm^4.
10 mm
17 mm
14 mm
20 mm
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