3. A solid cement rectangular lentil (beam) with length L = 1.5 m is positioned as shown. The lentilis fixed supported on its left hand side and simply supported on its right hand side leading to themixed boundary conditions:embedded left y(0) = 0, y'(0) = 0 & simply supported right y(L) = 0, y'"(L) = 0It is given that for this beam, E I = a. The lentil carries only its own uniform weight ofw(x) = 240 N /m. Model the beam equation, representing it in terms of y'''. Use directintegration to determine the deflection y as a function of x. The order of your constants of integrationas you integrate must be c1, c2, . . etc.LINTELUNTE

Lintel beam: Lintel beam is a structural member in the building. It is the beam that will be resting…

3. A solid cement rectangular lentil (beam) with length L = 1.5 m is positioned as shown. The lentil is fixed supported on its left hand side and simply supported on its right hand side leading to the mixed boundary conditions: embedded left y(0) = 0, y'(0) = 0 & simply supported right y(L) = 0, y'"(L) = 0 %3D It is given that for this beam, E I = a. The lentil carries only its own uniform weight of w(x) = 240 N/m. Model the beam equation, representing it in terms of y''. Use direct integration to determine the deflection y as a function of x. The order of your constants of integration as you integrate must be c1, C2, .. etc. LINTEL

3. A solid cement rectangular lentil (beam) with length L = 1.5 m is positioned as shown. The lentil is fixed supported on its left hand side and simply supported on its right hand side leading to the mixed boundary conditions: embedded left y(0) = 0, y'(0) = 0 & simply supported right y(L) = 0, y'"(L) = 0 %3D It is given that for this beam, E I = a. The lentil carries only its own uniform weight of w(x) = 240 N/m. Model the beam equation, representing it in terms of y''. Use direct integration to determine the deflection y as a function of x. The order of your constants of integration as you integrate must be c1, C2, .. etc. LINTEL

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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