A steel girder is taken to a 15ft wide corridor. At the end of the corridor there is a 90° turn, to a 9ft wide corridor. How long is the longest girder than can be turned in this corner?
1 Answer
Maximum girder length is
Explanation:
Let us set up the following variables:
{(x, "Partial distance along bottom",x+15=OA), (y, "total length along side",y=OB), (l, "Line Segment AB",l=AB),(alpha, angle " between AB and bottom",) :}
All of
As the girder is moved through the corner of the corridor, it will get stuck if it is ever longer than the line segment
METHOD 1
Our aim is to find
By Pythagoras:
AB^2=OA^2+OB^2
:. l^2=(15+x)^2+y^2
By similar triangles:
OB : OA = 10 : x
:. y/(15+x) = 10/x
:. y = (10(15+x))/x
Combining these results we get:
:. l^2=(15+x)^2+((10(15+x))/x)^2
By taking the (positive) square root we have achieved our goal of getting
L = (15+x)^2 + (100(15+x)^2)/x^2
\ \ = (15+x)^2(1+100/x^2)
Differentiating wrt
(dL)/dx = (15+x)^2(-200/x^3)+2(15+x)(1+100/x^2)
" " = (15+x){-200/x^3 (15+x) + 2(1+100/x^2) }
" " = (15+x)( -3000/x^3 - 200/x^2 + 2+200/x^2 )
" " = (15+x)(2 -3000/x^3 )
At a max/min we have
Either
15+x = 0 = > x=-15 . Butx gt 0
Or\ \ \ \ \ \ 2 -3000/x^3 = 0 => 1500/x^3=1 => x=1500^(1/3)
Thus we have:
x = 11.44714 ...
L = 1233.2326...
l \ = 35.11741 ...
I won't show that this is minimum (as required) but a plot or the second derivative test will show this is the case.
METHOD 2
We can also use a max/min method using trigonometry, considering the angle
From the large
cos alpha = (15+x)/l
:. l = (15+x)/cos alpha
:. l = (15+x)sec alpha
From the small
tan alpha = 10/x
:. x = 10/tan alpha
:. x = 10cot alpha
Combining these results we get:
l = (15 + 10 cot alpha)sec alpha
\ = 15sec alpha + 10 cot alpha sec alpha
\ = 15sec alpha + 10 cos alpha /sin alpha 1/cos alpha
\ = 15sec alpha + 10 /sin alpha
\ = 15sec alpha + 10 csc alpha
Differentiating
(dl)/(d alpha) = 15sec alpha tan alpha - 10 csc alpha cot alpha
At a max/min we have (dl)/(d alpha) #
:. 15sec alpha tan alpha - 10 csc alpha cot alpha = 0
:. 3/(cos alpha) (sin alpha)/(cos alpha) = 2/(sin alpha) (cos alpha)/(sin alpha)
:. 3sin^3alpha=2cos^3alpha
:. tan^3alpha=2/3
From which we get:
alpha = 0.71802 ... ^c
alpha = 41.1398 ... ^o
l \ = 35.1174 ... , as with Method 1