b.Q3.9.heF2Fi: SLN; F2=10EN; 90=20k~/m;az4m20kwlom; az4mb= lm; bo=30 cam; b,=11 cm; b, = Ocmbe= 22 cm; hz= 20 cm; hg=17cma) Pbt the shear force andmoment diagrandbendingb) Calculete the max, benadingstressc)ie Eane=120 laum?, cualiateafelythe sysku in termo of safetg. Q 2. Plot the bending moment ondshear forceJiagrons.qe=80000N(m9,=120000n2m3mA

Answered: Image /qna-images/answer/774de5cb-8487-4847-bf68-93c627b2242c.jpg

Answered: Fi- 5EN ; F2=10kN; 90= 20kulm;a b= lm;…

Fi- 5EN ; F2=10kN; 90= 20kulm;a b= lm; bi= 30 ca; b, =11 cm ; b;= be=22 cm; hz=20cM; h,=17cm a) P6t the shear force and bending moment diagroms

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

100%

b.
Q3.
9.
he
F2
Fi: SLN; F2=10EN; 90=20k~/m;az4m
20kwlom; az4m
b= lm; bo=30 cam; b,=11 cm; b, = Ocm
be= 22 cm; hz= 20 cm; hg=17cm
a) Pbt the shear force and
moment diagrand
bending
b) Calculete the max, benading
stress
c)
ie Eane=120 laum?, cualiate
afely
the sysku in termo of safetg.

Q 2. Plot the bending moment ond
shear force
Jiagrons.
qe=80000N(m
9,=120000n
2m
3m
A

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