SFD and BMB for points loads (Graphical Method) Mechanics of materials and structure civil engineering Convert to SmartArtStyles- Shape Effectse SelectAdobe PDFFontParagraphDrawingEditingAdobe Acrobat24 kN36 kN18 kN30 kN12 kN12 kNmA1=-24(1)=-241m1m1 m2 m2 m3 mRA=72 kNRp = 48'kNV (kN)48A21212-6M.-24 kN-36+veM=12+A1=12-24=-12M (kNm)M=-12+A2=-12+48 =3612M=12+0=12

Answered: Image /qna-images/answer/98e2194b-cfa4-45fd-b958-6ea389930ebe.jpg

Answered: 24 kN 36 kN 18 kN 30 kN 12 kN | | 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

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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SFD and BMB for points loads (Graphical Method) Mechanics of materials and structure civil engineering

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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

Branch of science that deals with the stationary and moving bodies under the influence of forces.

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