Simply Supported Beam Homework Clarification

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The discussion centers on clarifying the correct formula for calculating deflection in a simply supported beam problem. The original poster initially used the center deflection formula but later realized that the problem specifies a point 19 inches from one end. Participants emphasized the need to use the appropriate formula for deflection at any section, suggesting that the values for x and b must be correctly identified from the diagram. The poster ultimately determined that using the first formula in the middle column yielded a final answer of 2.289 lbs. Accurate interpretation of the diagram is crucial for applying the correct variables in the calculation.
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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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