Using simple steps Solution of non homogeneous PDE by direct integration example(PART-2)
7:15
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Using simple steps Solution of non homogeneous PDE by direct integration example(PART-2)
In this video explaining second problem of non homogeneous PDE by direct integration. This method is very interesting and very easy. To get solution. However in some cases we can use direct integration to find a particular solution. This method is particularly useful when the non-homogeneous term involves a product of functions that are easy to ...
6.9K viewsDec 30, 2017
Direct integration of a beam Direct Integration Method
[GET ANSWER] Q4. (i) Determine the equations for slope and deflection of the beam shown in Fig. Q4.1 by the direct integration method. EI is constant. Explain every step.[10 marks]AaLWBCFig. Q4.1.(ii) Use the moment-area method to determine the slope at point D and the maximum deflection of the beam shown in Fig. Q4.2. Explain every step.[10 marks]50 kN90 kNBAC6 m9 m9 mEI = constantE = 70 GPaI = 95 (10^6) mm^4Fig. Q4.2.D
[GET ANSWER] Q4. (i) Determine the equations for slope and deflection of the beam shown in Fig. Q4.1 by the direct integration method. EI is constant. Explain every step.[10 marks]AaLWBCFig. Q4.1.(ii) Use the moment-area method to determine the slope at point D and the maximum deflection of the beam shown in Fig. Q4.2. Explain every step.[10 marks]50 kN90 kNBAC6 m9 m9 mEI = constantE = 70 GPaI = 95 (10^6) mm^4Fig. Q4.2.D
numerade.com
Sep 30, 2023
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Mos1,deflection equation,triangular load on cantilever beam ,double integration method
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