2.18 Two strnctural members A and B are holted to a bracket as shown, Knowing that hoth members are in compression and that the force is 15 kN in member A and 10 kN in amember B, determine by trigonometry the magnitude and direction of the resultant of the forces applicd to the bracket by members A and B.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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2.18 Two strictural members A and B are holted to a bracket as shown.
Knowing that hoth members are in compression and that the force
is 15 kN in member A and 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.
Reciongular Components of a Force. Un 7
Vectors
20
40
2.19 Two structural members A and B are bolted to a bracket as shown.
Knowing that both members are in cotmpression and that the force
is 10 kN in member A and 15 kN in menber B. determine by
trigononctry the magnitude and direction of the resultant of the
forces applied to the bracket by members A and B.
2.20 For the hook support of Prob. 2.7, knowing that P 75 N and
a = 50°, determine by trigonomctry the magnitude and direction
of the resultant of the two forces applied to the support.
Fig. P2.18 and P2.19
Transcribed Image Text:2.18 Two strictural members A and B are holted to a bracket as shown. Knowing that hoth members are in compression and that the force is 15 kN in member A and 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. Reciongular Components of a Force. Un 7 Vectors 20 40 2.19 Two structural members A and B are bolted to a bracket as shown. Knowing that both members are in cotmpression and that the force is 10 kN in member A and 15 kN in menber B. determine by trigononctry the magnitude and direction of the resultant of the forces applied to the bracket by members A and B. 2.20 For the hook support of Prob. 2.7, knowing that P 75 N and a = 50°, determine by trigonomctry the magnitude and direction of the resultant of the two forces applied to the support. Fig. P2.18 and P2.19
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