A steel beam ABC carries a uniformly distributed load of w (kN/m) over the unsupported length BC, as shown in Figure Q3(a). The beam has a wide-flange section shown in Figure Q3(b) and designated as W610 × 82 with geometrical properties as shown in Table 1. Assuming that the beam behaves as elastic-perfectly plastic material with a yield strength of 210 MPa; (a) Draw the moment diagram of the beam and indicate the section that carries the maximum bending moment. (b) Knowing the shape factor of the beam, k = 1.15 calculate the magnitude of w, (kN/m) for the condition of plastic collapse/hinge. (c) Detemine the yielded length, L, (m) along the beam where the section has experienced yielding corresponding to the plastic collapse condition (part (b)). W (kN/m) -10 m- (b) Figure Q3
A steel beam ABC carries a uniformly distributed load of w (kN/m) over the unsupported length BC, as shown in Figure Q3(a). The beam has a wide-flange section shown in Figure Q3(b) and designated as W610 × 82 with geometrical properties as shown in Table 1. Assuming that the beam behaves as elastic-perfectly plastic material with a yield strength of 210 MPa; (a) Draw the moment diagram of the beam and indicate the section that carries the maximum bending moment. (b) Knowing the shape factor of the beam, k = 1.15 calculate the magnitude of w, (kN/m) for the condition of plastic collapse/hinge. (c) Detemine the yielded length, L, (m) along the beam where the section has experienced yielding corresponding to the plastic collapse condition (part (b)). W (kN/m) -10 m- (b) Figure Q3
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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
Transcribed Image Text:A steel beam ABC carries a uniformly distributed load of w (kN/m) over the unsupported
length BC, as shown in Figure Q3(a). The beam has a wide-flange section shown in Figure
Q3(b) and designated as W610 x 82 with geometrical properties as shown in Table 1.
Assuming that the beam behaves as elastic-perfectly plastic material with a yield strength of
210 MPa;
(a) Draw the moment diagram of the beam and indicate the section that carries the
maximum bending moment.
(b) Knowing the shape factor of the beam, k = 1.15 calculate the magnitude of wp (kN/m)
for the condition of plastic collapse/hinge.
(c) Determine the yielded length, L, (m) along the beam where the section has
experienced yielding corresponding to the plastic collapse condition (part (b)).
W (kN/m)
-10 m
(a)
(b)
Figure Q3
Table 1
Wide-Flange Sections or W Shapes SI Units
Flange
X-x axis
y-y axis
Web
Area Depth thickness width thickness
Designation
A
tw
by
mm x kg/m mm?
10° mm 10 mm
10° mm 10 mm
mm
mm
mm
mm
mm
mm
W610 x 155 19 800
1 290
1 120
611
12.70
324.0
19.0
4 220
255
108
667
73.9
W610 x 140
17 900
617
13.10
230.0
22.2
3 630
250
45.1
392
50.2
W610 x 125 15 900
W610 x 113 14 400
W610 x 101 12 900
612
11.90
229.0
19.6
985
3 220
249
39.3
343
49.7
608
11.20
228.0
17.3
875
2 880
247
34.3
301
48.8
603
10.50
228.0
14.9
764
2 530
243
29.5
259
47.8
2 140
1 870
W610 x 92
11 800
603
10.90
179.0
15.0
646
234
14.4
161
34.9
W610 x 82
10 500
599
10.00
178.0
12.8
560
231
12.1
136
33.9
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