Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in compression and that the force is P= 35 kN in member A and Q=10 kN in member B, determine by trigonometry the magnitude and direction of the resultant of the forces applied to the bracket by members A and B. 40° A -20° B The magnitude of the resultant of the forces applied to the bracket by members A and B is The direction of the resultant of the forces applied to the bracket by members A and B is kN.
Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in compression and that the force is P= 35 kN in member A and Q=10 kN in member B, determine by trigonometry the magnitude and direction of the resultant of the forces applied to the bracket by members A and B. 40° A -20° B The magnitude of the resultant of the forces applied to the bracket by members A and B is The direction of the resultant of the forces applied to the bracket by members A and B is kN.
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
Transcribed Image Text:Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in compression and that the force
is P = 35 kN in member A and Q=10 kN in member B, determine by trigonometry the magnitude and direction of the resultant of the
forces applied to the bracket by members A and B.
40°
A
-20°
The magnitude of the resultant of the forces applied to the bracket by members A and B is
The direction of the resultant of the forces applied to the bracket by members A and B is
KN.
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