Situation 2. Determine the value of the plastic load Wn Jusing the concept of collapse mechanism For the properties of the steel section Use vour designated wide flange beam

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.8P
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Collapse Mechanism. (6)
For the properties of wide-flange refer to the attached table.
TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units
Flange
Axis X-X
Axh Y-Y
Web
VITA
S- Ile
(10'
Mas
Area
Depth
(mm)
Width
Thickness
thickness
ITA
Designation
(kejm)
(mm)
(mm)
(mm)
(mm)
(10 mm)
(10' mm')
(mm)
(10 mm")
(mm)
1 W920
381
381
48600
951
310
43.9
24.4
6990
14 700
378
230
1420
Situation 2. Determine the value of the plastic load w, (inusing the concept of collapse
mechanism. For the properties of the steel section, use your designated wide-flange beam
section. (Assume Fy = 250MPA)
Wn
L-x-
ta
Transcribed Image Text:For the properties of wide-flange refer to the attached table. TABLE B-2 Properties of Wide-Flange Sections (W-Shapes): SI Units Flange Axis X-X Axh Y-Y Web VITA S- Ile (10' Mas Area Depth (mm) Width Thickness thickness ITA Designation (kejm) (mm) (mm) (mm) (mm) (10 mm) (10' mm') (mm) (10 mm") (mm) 1 W920 381 381 48600 951 310 43.9 24.4 6990 14 700 378 230 1420 Situation 2. Determine the value of the plastic load w, (inusing the concept of collapse mechanism. For the properties of the steel section, use your designated wide-flange beam section. (Assume Fy = 250MPA) Wn L-x- ta
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