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:= 0, y''(L) = 0embedded left y(0) = 0, y'(0) = 0 & simply supported right y(L)It is given that for this beam,own uniform weight ofE I = aThe lentil carries only itsw(x) = 240 N/mintegration to determine the deflection y . Model the beam equation, representing it in terms of y.as you integrate must be C1, C2, . .Use directas a function of *. The order of your constants ofintegration etc.LINTELLINTEL

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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 It is given that for this beam, own uniform weight of The lentil carries only its EI = a w(x) = 240 N/m integration to determine the deflection y . Model the beam equation, representing it in terms of y". as you integrate must be c1, C2, . . Use direct as a function of *. The order of your constants of integration etc. LINTEL 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 It is given that for this beam, own uniform weight of The lentil carries only its EI = a w(x) = 240 N/m integration to determine the deflection y . Model the beam equation, representing it in terms of y". as you integrate must be c1, C2, . . Use direct as a function of *. The order of your constants of integration etc. LINTEL 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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Problem #2 (5 points): Fig. 2 shows aluminum hollow rods (outer diameter is 2 in. and inner diameter is 1.5 in.) that are fixed to rigid walls. The gap between the rods is 0.005 in when the temperature is 60°E. If the temperature is 200°F, what is the stress in each rod? aai = 13 x 10/F, Eai = 12 x 10 ksi %3D 0.005 in. .8 in. Fig. 2 Page | 1
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 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 UNTE
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Complete solution please
Dont round off initial values, round off final ans only pls
In the discussion of Von-Mises criterion, how different is the description of J2 when compared to the Von-Mises stress?
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For the stress case given in the figure, approximate the principal plane (in degrees).
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