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Strength of materials W / Sterkteleer W - 244

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Point 4 (to 3 significant figures):

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Point 5 (to 3 significant figures):

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Point 2 (to 3 significant figures):

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Point 3 (to 3 significant figures):

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Question 2

The beam AB is built in on both ends, and has different flexural rigidity values over its length, as shown.

For the case where its length is 3 a equals 6 space m, and it carries a point load P space equals space 10 space k N and an applied moment M subscript o equals 2 space k N m, and the value of E I equals 25.2 space M N m squared, provide values for the points indicated on its bending moment diagram below.

 

Point 1 (to 3 significant figures):

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Question 1

Beam ABC carries a distributed load and rests on the cantilever beam DCE. Using the method of superposition, each beam can be considered separately, Case 1 and 2 as shown, and then their individual behaviours can be combined to give the behaviour of the entire structure.

 

 

The equation describing the distributed load is w left parenthesis x right parenthesis equals negative open parentheses q subscript o minus q subscript o over L squared open parentheses L minus x close parentheses squared close parentheses

According to the following descriptions of symbols, match the correct equations with each symbol:

 y subscript B : the deflection of the point B (at L/2) in beam ABC for Case 1 (without considering the movement of the support at C).

R subscript C : the reaction force at point C for beam ABC, that in turn acts as an applied load at point C for beam DCE.

y subscript C : the deflection of the point C (at L/2) in beam DCE for Case 2.

theta subscript C :the slope of the point C (at L/2) in beam DCE for Case 2.

y subscript D : the deflection of the point D in beam DCE for Case 2.

increment subscript B : the vertical displacement of the point B due to both deflection, translation and rotation.

 

 

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3.2 Select the correct equation for the deflection of the beam below the point load P

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