The document shows a beam with a distributed load q and a point load Q. The beam has a cross section of 10 mm by 6 mm and is supported at points A and B which are 10 mm and 2 mm from the left end respectively. The required reactions at supports A and B are RA=600 N and RB=200 N.

1. 6 mm q = 10 KN/m
X Q C
A 10 mm B 2 mm
RA RB
600
I200
II 600
200