Figure (a) shows the cross section of a column that uses a structural shape known as W 8 × 67 (wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A = 19.7 in . 2 , I ¯ x = 272 in . 4 , and I ¯ y = 88.6 in . 4 . Determine the dimensions of the rectangle in Fig. (b) that has the same I x and I y as a W 8 × 67 section.
Figure (a) shows the cross section of a column that uses a structural shape known as W 8 × 67 (wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A = 19.7 in . 2 , I ¯ x = 272 in . 4 , and I ¯ y = 88.6 in . 4 . Determine the dimensions of the rectangle in Fig. (b) that has the same I x and I y as a W 8 × 67 section.
Figure (a) shows the cross section of a column that uses a structural shape known as
W
8
×
67
(wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties:
A
=
19.7
in
.
2
,
I
¯
x
=
272
in
.
4
,
and
I
¯
y
=
88.6
in
.
4
.
Determine the dimensions of the rectangle in Fig. (b) that has the same
I
x
and
I
y
as a
W
8
×
67
section.
Problem 3 (10 pts, suggested time 5 mins). In class we considered the mutiphysics
problem of thermal stresses in a rod. When using linear shape functions, we found that the
stress in the rod is affected by unphysical oscillations like in the following plot
E*(ux-a*T)
35000
30000
25000
20000
15000
10000
5000
-5000
-10000
0
Line Graph: E*(ux-a*T)
MULT
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
Arc length
(a) [10pts] What is the origin of this issue and how can we fix it?
answer the questions and explain all of it in words. Ignore where it says screencast and in class explanation
B5 Please help on the attached question.
Chapter 9 Solutions
International Edition---engineering Mechanics: Statics, 4th Edition
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