For a fixed beam with UDL,point of contraflexure is a.0.211L or 0.789L b. 0.365 L or 0.635 L c. 0.177 L or 0.823 L d.0.477 L or 0.523 L

For a fixed beam with UDL,point of contraflexure is
a.0.211L or 0.789L
b. 0.365 L or 0.635 L
c. 0.177 L or 0.823 L
d.0.477 L or 0.523 L
by

1 Answer

Answer :

a.0.211L or 0.789L
by

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