For the properties of the steel section, use your designated wide-flange beam section given below. (Assume Fy = 250MPa) kNSituation 2. Determine the value of the plastic load wn (inJusing the concept of collapsemmechanismWnL-x FlangeWebMassAreaWidthThicknessthicknessDepth(mm)(kg/m)(mm²)(mm)(mm)(mm)3144010078538433.519.7Axis X-XAxis Y-YS= Ilc(10³ mm³)r = VIJA(mm)S = Ilc(10' mm)r= IJA(mm)(10 mm*)(10° mm4)4 29010 9003283151 64088.6

Answer Plastic hinge will not form at the centre of span for the given propped cantilever subjected…

Answered: kN Situation 2. Determine the value of…

Engineering

Civil Engineering

kN Situation 2. Determine the value of the plastic load w, (inJusing the concept of collapse m mechanism Wn L- x X -

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

For the properties of the steel section, use your designated wide-flange beam section given below. (Assume Fy = 250MPa)

kN
Situation 2. Determine the value of the plastic load wn (inJusing the concept of collapse
m
mechanism
Wn
L-x

Flange
Web
Mass
Area
Width
Thickness
thickness
Depth
(mm)
(kg/m)
(mm²)
(mm)
(mm)
(mm)
314
40100
785
384
33.5
19.7
Axis X-X
Axis Y-Y
S= Ilc
(10³ mm³)
r = VIJA
(mm)
S = Ilc
(10' mm)
r= IJA
(mm)
(10 mm*)
(10° mm4)
4 290
10 900
328
315
1 640
88.6

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