es a uniformly distributed load of 5 kN/m toget s free ends. 2 kN w = 5 kN/ m. 2 m 8 m the deflection in mm at the mid-span point an 10¹2 Nmm² mm ur answers to 1.d.p mm
es a uniformly distributed load of 5 kN/m toget s free ends. 2 kN w = 5 kN/ m. 2 m 8 m the deflection in mm at the mid-span point an 10¹2 Nmm² mm ur answers to 1.d.p mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The beam shown in Figure below is simply supported symmetrically at two points 2m from each end
and carries a uniformly distributed load of 5 kN/m together with two concentrated loads of 2 kN
each at its free ends.
2 kN
2 KN
w = 5 kN/m
2m+
2 m
8 m
2 m
Calculate the deflection in mm at the mid-span point and at its free ends.
EI = 43×10¹2 Nmm²
Umid span
mm
Vat end
Round your answers to 1.d.p
mm
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