A vertical column ISMC 300 is connected to bracket by means of bolts as shown in figure below

The resultant force carried by the Bolt A, and Bolt C respectively.

(Assume the strength of Bolt is sufficient to carry the above load and the connection does not fails)

1
FA = 37.60 kN, FC = 32.66 kN
2
FA = 32.66 kN, FC = 32.66 kN
3
FA = 20.58 kN, FC = 28.66 kN
4
FA = 20.58 kN, FC = 33 kN

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