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Question Number 157775 by mr W last updated on 27/Oct/21

Commented by mr W last updated on 28/Oct/21

let′s say we have a column, composed  of concrete and steel.   say the cross−section of concrete   is A_C , and that of steel is A_S .   the overall cross−section  of the column is A_(overall) =A_C +A_S .  in case of rectangular cross−section,  A_(overall) =ab.  A_C =A_(overall) −A_S =ab−A_S .  when the steel consists of n rebars  with diameter d, then  A_S =((nπd^2 )/4).  let′s say the length of column is L,  the load is F. under the load the  column obtains a deformation ΔL.  since concrete and steel are a composite,  both have the same deformation.  the strain of both materials is the  same, which is ε=((ΔL)/L).  say the Young′s modulus of concrete  is E_C  and that of steel is E_S , then  the stress in concrete is σ_C =E_C ε,  and the stress in steel is σ_S =E_S ε.  the internal force in concrete is  N_C =A_C σ_C =A_C E_C ε  the internal force in steel is  N_S =A_S σ_S =A_S E_S ε  we have N_C +N_S =F.  A_C E_C ε+A_S E_S ε=F  ⇒ε=(F/(A_C E_C +A_S E_S ))  σ_C =E_C ε=((E_C F)/(A_C E_C +A_S E_S ))=(F/(A_C +(E_S /E_C )A_S ))  let α=(E_S /E_C )  σ_C =(F/(A_C +αA_S ))=(F/A_(ideal) )  with A_(ideal) =A_C +αA_S   A_(ideal) =A_(overall) −A_S +αA_S =A_(overall) +(α−1)A_S   ⇒σ_C =(F/(A_(overall) +(α−1)A_S ))  (σ_S /σ_C )=((E_S ε)/(E_C ε))=(E_S /E_C )=α  ⇒σ_S =ασ_C =((αF)/(A_(overall) +(α−1)A_S ))  in case of rectangular cross−section,  σ_C =(F/(ab+(α−1)((nπd^2 )/4)))  σ_S =((αF)/(ab+(α−1)((nπd^2 )/4)))

letssaywehaveacolumn,composedofconcreteandsteel.saythecrosssectionofconcreteisAC,andthatofsteelisAS.theoverallcrosssectionofthecolumnisAoverall=AC+AS.incaseofrectangularcrosssection,Aoverall=ab.AC=AoverallAS=abAS.whenthesteelconsistsofnrebarswithdiameterd,thenAS=nπd24.letssaythelengthofcolumnisL,theloadisF.undertheloadthecolumnobtainsadeformationΔL.sinceconcreteandsteelareacomposite,bothhavethesamedeformation.thestrainofbothmaterialsisthesame,whichisϵ=ΔLL.saytheYoungsmodulusofconcreteisECandthatofsteelisES,thenthestressinconcreteisσC=ECϵ,andthestressinsteelisσS=ESϵ.theinternalforceinconcreteisNC=ACσC=ACECϵtheinternalforceinsteelisNS=ASσS=ASESϵwehaveNC+NS=F.ACECϵ+ASESϵ=Fϵ=FACEC+ASESσC=ECϵ=ECFACEC+ASES=FAC+ESECASletα=ESECσC=FAC+αAS=FAidealwithAideal=AC+αASAideal=AoverallAS+αAS=Aoverall+(α1)ASσC=FAoverall+(α1)ASσSσC=ESϵECϵ=ESEC=ασS=ασC=αFAoverall+(α1)ASincaseofrectangularcrosssection,σC=Fab+(α1)nπd24σS=αFab+(α1)nπd24

Commented by chuxx last updated on 28/Oct/21

My God! This is so clear and wonderful.

MyGod!Thisissoclearandwonderful.

Commented by Tawa11 last updated on 28/Oct/21

Great sir

Greatsir

Commented by chuxx last updated on 29/Oct/21

what app is used in drawing these  diagrams please?

whatappisusedindrawingthesediagramsplease?

Commented by mr W last updated on 29/Oct/21

LEKH DIAGRAM

LEKHDIAGRAM

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