Simply Supported Beam Homework Clarification

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SUMMARY

The discussion centers on the correct application of beam deflection formulas for a simply supported beam problem. The user initially applied the center deflection formula incorrectly, as the problem specifies a point 19 inches from one end of a 6 feet 4 inches beam. The correct formula to use is y = Pbx / 6LEI, where the user must determine the appropriate values for x and b based on the beam's dimensions. The final calculated deflection was reported as 2.289 lbs.

PREREQUISITES
  • Understanding of beam deflection concepts
  • Familiarity with the formula y = Pbx / 6LEI
  • Knowledge of simply supported beam mechanics
  • Ability to interpret engineering diagrams and dimensions
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  • Study the derivation and application of the deflection formula y = Pbx / 6LEI
  • Learn about different beam support conditions and their impact on deflection
  • Explore the significance of maximum deflection in structural engineering
  • Review examples of beam deflection calculations for various loading scenarios
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Engineering students, structural engineers, and anyone involved in mechanical design or analysis of beam structures will benefit from this discussion.

tsukuba
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Homework Statement


Hello, I did the question but would like for someone to clarify if its right. The question states " 19 inches from one end" but I used the center deflection formula and I am not sure if its right.
It is question 2 of the picture
IMG_20141210_09375_edit_1418222343023.jpg


Homework Equations


equation is in the picture

The Attempt at a Solution


My solution is in the picture
 
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tsukuba said:

Homework Statement


Hello, I did the question but would like for someone to clarify if its right. The question states " 19 inches from one end" but I used the center deflection formula and I am not sure if its right.
It is question 2 of the picture
IMG_20141210_09375_edit_1418222343023.jpg


Homework Equations


equation is in the picture

The Attempt at a Solution


My solution is in the picture

Unless 19 inches is half of 6 feet 4 inches, no, you did not use the correct formula to calculate the deflection of this beam. Why did you think they put that box with a different beam formula right under the title of the problem?
 
I thought so, since I used the maximum deflection one. I am having a little trouble understand the formulas for "deflection at anysection in terms of x"
I think I am supposed to use y = Pbx / 6LEI ( L2-x2-b2 but I am not sure weather x is 19 and b is 57 or
x is 57 and b is 19
How would I know this?
 
tsukuba said:
I thought so, since I used the maximum deflection one. I am having a little trouble understand the formulas for "deflection at anysection in terms of x"
I think I am supposed to use y = Pbx / 6LEI ( L2-x2-b2 but I am not sure weather x is 19 and b is 57 or
x is 57 and b is 19
How would I know this?

Look at the diagram attached to the formula. That should tell you what to use for a and what to use for b. Notice that one distance is longer than the other.
 
okay, so If you look at the picture I used the first formula of the middle column where 0<x<a
I made b = 19 and from the formula to calculate x I got 42.5
My final answer is 2.289 lbs
 

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