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Question Number 159297 by rs4089 last updated on 15/Nov/21

Commented by rs4089 last updated on 15/Nov/21

how can i find slope and deflection   of this cantilever beam at free end   point. by using double integral method

howcanifindslopeanddeflectionofthiscantileverbeamatfreeendpoint.byusingdoubleintegralmethod

Answered by mr W last updated on 15/Nov/21

Commented by mr W last updated on 15/Nov/21

M_1 =P_1 a  M_2 =P_1 (a+b)+P_2 b  EIf_A =((M_1 a)/2)×((2a)/3)+M_1 b×(a+(b/2))+(((M_2 −M_1 )b)/2)×(a+((2b)/3))  EIf_A =((M_1 a^2 )/3)+((M_1 b(2a+b))/2)+(((M_2 −M_1 )b(3a+2b))/6)  EIf_A =(((a^3 +3a^2 b+3ab^2 +b^3 )P_1 )/3)+(((3a+2b)b^2 P_2 )/6)  EIf_A =(((a+b)^3 P_1 )/3)+(((3a+2b)b^2 P_2 )/6)  ⇒f_A =(((a+b)^3 P_1 )/(3EI))+(((3a+2b)b^2 P_2 )/(6EI))  EIϕ_A =((M_1 a)/2)+(((M_1 +M_2 )b)/2)  EIϕ_A =((P_1 a^2 )/2)+((P_1 ab+P_1 ab+P_1 b^2 +P_2 b^2 )/2)  EIϕ_A =(((a+b)^2 P_1 +P_2 b^2 )/2)  ⇒ϕ_A =(((a+b)^2 P_1 +b^2 P_2 )/(2EI))

M1=P1aM2=P1(a+b)+P2bEIfA=M1a2×2a3+M1b×(a+b2)+(M2M1)b2×(a+2b3)EIfA=M1a23+M1b(2a+b)2+(M2M1)b(3a+2b)6EIfA=(a3+3a2b+3ab2+b3)P13+(3a+2b)b2P26EIfA=(a+b)3P13+(3a+2b)b2P26fA=(a+b)3P13EI+(3a+2b)b2P26EIEIφA=M1a2+(M1+M2)b2EIφA=P1a22+P1ab+P1ab+P1b2+P2b22EIφA=(a+b)2P1+P2b22φA=(a+b)2P1+b2P22EI

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