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60 kN 48 kN 24 kN 20 kNm 30 kNm 40 kNm 20 kNm MA = 762 kNm Vm C RAX A1=132(2)=264 RA = 132 kNI 2 m 1 m 1 m 2 m 2 m 3 m M +ve V (kN) 132 132-60-72 132 A1 A2 АЗ M(kNm) -762 kNm 762+A1=-498 -498+20=-478. -478+A2

60 kN 48 kN 24 kN 20 kNm 30 kNm 40 kNm 20 kNm MA = 762 kNm Vm C RAX A1=132(2)=264 RA = 132 kNI 2 m 1 m 1 m 2 m 2 m 3 m M +ve V (kN) 132 132-60-72 132 A1 A2 АЗ M(kNm) -762 kNm 762+A1=-498 -498+20=-478. -478+A2

Structural Analysis
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 BMD for moment load (Graphical Method) Mechanics of material and structure civil engineering (7)

60 kN 48 kN 24 kN 20 kNm 30 kNm 40 kNm 20 kNm MA = 762 kNm Vm C RAX A1=132(2)=264 RA = 132 kNI 2 m 1 m 1 m 2 m 2 m 3 m M +ve V (kN) 132 132-60-72 132 A1 A2 АЗ M(kNm) -762 kNm 762+A1=-498 -498+20=-478. -478+A2
Transcribed Image Text:60 kN 48 kN 24 kN 20 kNm 30 kNm 40 kNm 20 kNm MA = 762 kNm Vm C RAX A1=132(2)=264 RA = 132 kNI 2 m 1 m 1 m 2 m 2 m 3 m M +ve V (kN) 132 132-60-72 132 A1 A2 АЗ M(kNm) -762 kNm 762+A1=-498 -498+20=-478. -478+A2
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