24 kN 36 kN 18 kN 30 kN 12 kN | | 12 kNm A1=-24(1)=-24 1m 1m 1m 1m 2 m 2 m 3 m "RA=72 kN Re= 48'kN v (kN) 48 A2 12 M. -24 kN +ve M=12+A1=12-24=-12 M (kNm) M=-12+A2=-12+48 =36 12 M=12+0=12
24 kN 36 kN 18 kN 30 kN 12 kN | | 12 kNm A1=-24(1)=-24 1m 1m 1m 1m 2 m 2 m 3 m "RA=72 kN Re= 48'kN v (kN) 48 A2 12 M. -24 kN +ve M=12+A1=12-24=-12 M (kNm) M=-12+A2=-12+48 =36 12 M=12+0=12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
SFD and BMB for points loads (Graphical Method)
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24 kN
36 kN
18 kN
30 kN
12 kN
12 kNm
A1=-24(1)=-24
1m
1m
1 m
2 m
2 m
3 m
RA=72 kN
Rp = 48'kN
V (kN)
48
A2
12
12
-6
M.
-24 kN
-36
+ve
M=12+A1=12-24=-12
M (kNm)
M=-12+A2=-12+48 =36
12
M=12+0=12](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F31661b59-6507-4291-b2c5-636b7faf3641%2F98e2194b-cfa4-45fd-b958-6ea389930ebe%2Ffvq3ofp_processed.jpeg&w=3840&q=75)
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24 kN
36 kN
18 kN
30 kN
12 kN
12 kNm
A1=-24(1)=-24
1m
1m
1 m
2 m
2 m
3 m
RA=72 kN
Rp = 48'kN
V (kN)
48
A2
12
12
-6
M.
-24 kN
-36
+ve
M=12+A1=12-24=-12
M (kNm)
M=-12+A2=-12+48 =36
12
M=12+0=12
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