160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-
Posted: Sun May 08, 2022 8:28 pm
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DETERMINE THE DEFLECTIONS IN BEAMS USING AREA MOMENT METHOD.
(a) EIy value at the midspan
160KN 40 KN 50 kN D A E B с |-1.5 m+|+1.5 m2 -1.5 m-2m-