Question and Answers Forum

All Questions      Topic List

Others Questions

Previous in All Question      Next in All Question      

Previous in Others      Next in Others      

Question Number 210180 by BHOOPENDRA last updated on 02/Aug/24

Commented by mr W last updated on 02/Aug/24

is the load acting in the shear center  in both cases?

istheloadactingintheshearcenterinbothcases?

Commented by BHOOPENDRA last updated on 02/Aug/24

Yes we can assume that

Yeswecanassumethat

Answered by mr W last updated on 02/Aug/24

Querschnitt 1:  I=((t(4a)^3 )/(12))+2(2a)t(2a)^2 =((40a^3 t)/3)  τ_A_1  =((V(4a)(a/2))/((40a^3 t)/3))=((3V)/(20at))  τ_B_1  =((V(2a)(2a))/((40a^3 t)/3))(1+((2a)/(2a)))=((3V)/(5at))  Querschnitt 2:  I=((t(4a)^3 )/(12))+2(a)t(2a)^2 =((28a^3 t)/3)  τ_A_2  =((V(4a)(a/2))/((28a^3 t)/3))=((3V)/(14at)) > τ_A_1    τ_B_2  =((V(2a)(a))/((28a^3 t)/3))(1+((2a)/a))=((9V)/(14at)) > τ_B_1    ⇒only b is true.

Querschnitt1:I=t(4a)312+2(2a)t(2a)2=40a3t3τA1=V(4a)(a/2)40a3t3=3V20atτB1=V(2a)(2a)40a3t3(1+2a2a)=3V5atQuerschnitt2:I=t(4a)312+2(a)t(2a)2=28a3t3τA2=V(4a)(a/2)28a3t3=3V14at>τA1τB2=V(2a)(a)28a3t3(1+2aa)=9V14at>τB1onlybistrue.

Commented by BHOOPENDRA last updated on 02/Aug/24

Thanks sir

Thankssir

Commented by mr W last updated on 02/Aug/24

Commented by BHOOPENDRA last updated on 02/Aug/24

Can you please tell Mr.W which formula   you used to calculating moment of   interia

CanyoupleasetellMr.Wwhichformulayouusedtocalculatingmomentofinteria

Commented by mr W last updated on 02/Aug/24

Commented by mr W last updated on 02/Aug/24

for thin−walled cross section:  t≪b, h  part 1: I=((th^3 )/(12))  part 2 & 3: I=2×bt×((h/2))^2   Σ: I=((h^3 t)/(12))+((bth^2 )/2)

forthinwalledcrosssection:tb,hpart1:I=th312part2&3:I=2×bt×(h2)2Σ:I=h3t12+bth22

Commented by BHOOPENDRA last updated on 02/Aug/24

Thankyou sir   means I_(total) =Σ(I_i ^� +A_i d_i ^2 )  Where I_(total ) moment of inertia of composite  section   and I_(i ) ^� is the moment of inertia of  individual segment about its own  centroidal axis  A_i  is are of the individul segment  and d_i the verticle distance from  centroid of the segment to the   neutral axis(NA)  Right Mr.W sir?

ThankyousirmeansItotal=Σ(I¯i+Aidi2)WhereItotalmomentofinertiaofcompositesectionandIiisthemomentofinertiaofindividualsegmentaboutitsowncentroidalaxisAiisareoftheindividulsegmentandditheverticledistancefromcentroidofthesegmenttotheneutralaxis(NA)RightMr.Wsir?

Commented by mr W last updated on 02/Aug/24

yes. for part 2 & 3: I_(i,0) =((bt^3 )/(12))≈0 due to  very small thickness t.

yes.forpart2&3:Ii,0=bt3120duetoverysmallthicknesst.

Commented by BHOOPENDRA last updated on 02/Aug/24

Thankyou

Thankyou

Terms of Service

Privacy Policy

Contact: info@tinkutara.com