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 UnitsFlangeAxis X-XAxis Y-YWebS- lle(10' mm')S- Ile(10'MassAreaDepthWidthThickmesthicknesDesignation(kg/m)(mm')(mm)(mm)(mm)(mm)(10(mm)(10* mm)(mm)W920100500x 38138148 60095131043.924.4699014 7003782201420Situation 1. Determine the value of the plastic load Pn using the concept of collapse mechanism.For the properties of the steel section, use your designated wide-flange beam section. (AssumeF, = 415 MPa).Pn3Pm2mЗт1m123456

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For the properties of wide-flange refer to the attached table. TABLE B-2 Properties of Wide-Flange Sections (W-Shopes): SI Umits Flange Asis X-X Asis Y-Y Web Ma Area Depth Wih Thicknew hicknew Designation (mm) 1 w 951 310 Situation 1. Determine the value of the plastic load Pn using the concept of collapse mechanism. For the properties of the steel section, use your designated wide-flange beam section. (Assume F, = 415 MPa). Pn 3P. 2m Зт 1m

For the properties of wide-flange refer to the attached table. TABLE B-2 Properties of Wide-Flange Sections (W-Shopes): SI Umits Flange Asis X-X Asis Y-Y Web Ma Area Depth Wih Thicknew hicknew Designation (mm) 1 w 951 310 Situation 1. Determine the value of the plastic load Pn using the concept of collapse mechanism. For the properties of the steel section, use your designated wide-flange beam section. (Assume F, = 415 MPa). Pn 3P. 2m Зт 1m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

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
Axis Y-Y
Web
S- lle
(10' mm')
S- Ile
(10'
Mass
Area
Depth
Width
Thickmes
thicknes
Designation
(kg/m)
(mm')
(mm)
(mm)
(mm)
(mm)
(10
(mm)
(10* mm)
(mm)
W920
100
500
x 381
381
48 600
951
310
43.9
24.4
6990
14 700
378
220
1420
Situation 1. Determine the value of the plastic load Pn using the concept of collapse mechanism.
For the properties of the steel section, use your designated wide-flange beam section. (Assume
F, = 415 MPa).
Pn
3Pm
2m
Зт
1m
123456

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