145° 2.5 m-1 m--2m4 of 4600 N6. Determine the resultant of the load acting on the beam ABC and the location of theresultant from point C.1200 lb/fty1700 lb/ftC6 ft-8 ft7. Determine the resultant couple moment acting on the triangular plate.200 Ib.150 lb200 Ib150 Ibft300 Ib300 lb8. Determine the resultant couple moment of the three couples acting on the plate.F- 200 lbF3 = 300 lb-d, = 4 ft-F, = 450 lb Ad3 =5 ftedy = 3 ftF= 450 lbB.F = 200 lbF = 300 lb9. Determine the couple moment acting on the pipe assembly and express as vectors.FA = 450 N0.4 m0.3 mВF=450 N

Answered: Image /qna-images/answer/512d7c0d-6d07-4aec-b611-448ef781986c.jpg

Answered: 6. Determine the resultant of the load…

6. Determine the resultant of the load acting on the beam ABC and the location of the resultant from point C. 1200 lb/ft y 1700 Ib/ft 6 ft- |B -8 t-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

145° 2.5 m
-1 m--
2m
4 of 4
600 N
6. Determine the resultant of the load acting on the beam ABC and the location of the
resultant from point C.
1200 lb/ft
y
1700 lb/ft
C
6 ft-
8 ft
7. Determine the resultant couple moment acting on the triangular plate.
200 Ib
.150 lb
200 Ib
150 Ib
ft
300 Ib
300 lb
8. Determine the resultant couple moment of the three couples acting on the plate.
F- 200 lb
F3 = 300 lb
-d, = 4 ft-
F, = 450 lb A
d3 =5 ft
e
dy = 3 ft
F= 450 lb
B.
F = 200 lb
F = 300 lb
9. Determine the couple moment acting on the pipe assembly and express as vectors.
FA = 450 N
0.4 m
0.3 m
В
F=450 N

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