Determine the bending moment diagrams in the structure below in the imagedraw a moment effort diagram.I started the diagram at the moment but I'm finding it strange. (annotations in orange) 5 kN2 kN15 kN/mEAвD3 m1 m3 m1 m Questão 1: Determine as diagramas de Normal e Cortante das estruturas abaixo.4 SKNDetermine o diagrama de Momento fletoria)5 KN2 KNF,-3 m. S- 4 5K15 kN/mVEEAIS6 B15m Slal3 m1m12,GEry - VA- 4s -5-2 tye .oVe 45 +s+z-12,44 - 39- (45.15) +6.4)+ (2.7)-e8) =o.V-31,s2 -LsV. -5,6 Kep14 - VE.67,5 + 2o*Vea 332 -45-5J01S= 12,68 KNTve-10, 6ENG|NE =•V= 432- 45-5-2--12.68 K*Ho:39,32 3-45.15 = 50,4KNmVE O37,32•Hc= (29, s2. 4- (45.25)5.4=24,19 Knimyen, 32.6)(45.55)-5.3= -26,58 kN mHDSo,46Me =(39,32.7)-145.65)-(5 -4)-3-1= 6

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Answered: Determine the bending moment diagrams…

Determine the bending moment diagrams in the structure below in the image draw a moment effort diagram. I started the diagram at the moment but I'm finding it strange. (annotations in orange)

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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Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

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Determine the bending moment diagrams in the structure below in the image

draw a moment effort diagram.

I started the diagram at the moment but I'm finding it strange. (annotations in orange)

5 kN
2 kN
15 kN/m
E
A
в
D
3 m
1 m
3 m
1 m

Questão 1: Determine as diagramas de Normal e Cortante das estruturas abaixo.
4 SKN
Determine o diagrama de Momento fletori
a)
5 KN
2 KN
F,-3 m. S
- 4 5K
15 kN/m
VE
E
AIS6 B
15m Slal
3 m
1m
12,G
Ery - VA- 4s -5-2 tye .o
Ve 45 +s+z-12,44 - 39
- (45.15) +6.4)+ (2.7)-e8) =o
.V-31,s2 -Ls
V. -5,6 Kep
14 - VE.
67,5 + 2o
*Vea 332 -45-5
J01S= 12,68 KNT
ve-10, 6ENG
|
NE =
•V= 432- 45-5-2
--12.68 K
*Ho:39,32 3-45.15 = 50,4KNm
VE O
37,32
•Hc= (29, s2. 4- (45.25)5.4=24,19 Knimy
en, 32.6)(45.55)-5.3= -26,58 kN m
HD
So,46
Me =(39,32.7)-145.65)-(5 -4)-3-1= 6

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