Chapter 5: Materials and Stresses
Set the elongation of the cable to 0.01 in. and solve for A using Equation (5.6):
( )
( )
2
26
in1480
in010inlb1030
in90lb495
G.
..
.
LE
FL
A=
×
==
Solve for the diameter of the cable at B:
2
2
2
in1890
in148044 .
.A
d===
ππ
..d in430
Upper Platform, Cable at A: The worker on the bottom platform is standing on the left edge
of the platform and the worker on the top platform is standing on the left edge of the
platform.
Sum forces in the vertical direction to find F
A
:
Set the elongation of the cable to 0.01 in. and solve for A using Equation (5.6):
( )
( )
2
26
in1480
in010inlb1030
in90lb495
G.
..
.
LE
FL
A=
×
==
Solve for the diameter of the cable at A:
2
2
2
in1890
in148044 .
.A
d===
ππ
..d in430
Discussion:
The required diameter of the cable at point D is the largest because it is the longest cable. It
also makes sense that the required diameters of the cables at A and B are equivalent since
the cables are the same length. If the maximum allowable elongation decreased, then the
required diameters in all the cables would increase as the cables would have to be stronger.
The 0.59in.9diameter cables used in P5.15 would all effectively support the worst case
loading conditions in this problem with elongation less than 0.01 in. except for the cable at