For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26". Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis". PL = 5.0 kip Wsw B 10 ft
For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26". Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis". PL = 5.0 kip Wsw B 10 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Table 1-1 (continued)
W-Shapes
X.
tw
Dimensions
Web
Flange
Distance
Area,
A
Depth,
Work-
able
Gage
Thickness,
Width,
Thíckness,
k
Shape
k T
kdes kdet
in.?
in.
in.
in.
in.
in.
in.
in.
in.
in.
in. :
0.395 % 0.695 15/1 5/%
/16
8% 24
5.62 10.2 104 0.250 4
4.99 10.1 10s 0.240 4
4.41 9.99 10
3.54 9.87 9% 0.190 1 % 3.96 4
4.02 4
4.01 4
0.230 Ve 4.00 4
W10x19
0.330 16 0.630 %
0.270 4 0.570 13/1 1e
0.210 16 0.510 4
x17
x15
x12
Compact
Nom- Section
Torsional
Axis X-X
Axis Y-Y
Properties
inal
Criteria
he
Wt.
h
J
Cw
Ib/ft 24
in.
in.
in.
in.
in. in.
in.
in.
in.
in.
in.
in.6
19 5.09 35.4
17 6.08 36.9
15 7.41 38.5
12 9.43 46.6
96.3 18.8 4.14 21.6
81.9
16.2 4.05 18.7
68.9
13.8 3.95
53.8
10.9 3.90
4.29 2.14 0.874
3.56 1.78 0.845
2.89 1.45 0.810 2.30 1.01
2.18 1.10 0.785
3.35 1.06
2.80 1.04
9.81
0.233
104
9.77
0.156
9.72 0.104
0.0547
85.1
16.0
12.6
68.3
1.74 0.983 9.66
50.9
Transcribed Image Text:For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress
using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26".
Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of
the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis".
PL = 5.0 kip
Wsw
B
10 ft
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