(b) If the load P1 remains at 450 kN, what is the largest permissible value of the load P2 in order to maintain a factor of safety of 2.0 with respect to yielding? DesignationHE 240 BofWeight Depth Weight Thickness Thickness Radius ofperofofof the RootMetre Section SectionGhbWebtwkg/m83.2mm240mm240mm10.0Flange4InnerDepthbetweenFilet Section FlangesAh₂mm17.0.rmm21Areaofam²106mm206Depth ofStraightPortionof Webdmm164Moment ofInertialycm11260¹₂cm²Radius ofGyrationly₂amcm3923 10.3 6.08Elastic SectionalModulusWycm³938W₂cm³327Plastic SectionModulusWarping TorsionalConstant ConstantWplyWpiz'wcm³cm³dm1053 498 0.488 1044cm4 240- 17H10240

Answered: If the load P1 remains at 450 kN, what…

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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(b) If the load P1 remains at 450 kN, what is the largest permissible value of the load P2 in order to maintain a factor of safety of 2.0 with respect to yielding?

Designation
HE 240 B
of
Weight Depth Weight Thickness Thickness Radius of
per
of
of
of the Root
Metre Section Section
G
h
b
Web
tw
kg/m
83.2
mm
240
mm
240
mm
10.0
Flange
4
Inner
Depth
between
Filet Section Flanges
A
h₂
mm
17.0
.
r
mm
21
Area
of
am²
106
mm
206
Depth of
Straight
Portion
of Web
d
mm
164
Moment of
Inertia
ly
cm
11260
¹₂
cm²
Radius of
Gyration
ly
₂
am
cm
3923 10.3 6.08
Elastic Sectional
Modulus
Wy
cm³
938
W₂
cm³
327
Plastic Section
Modulus
Warping Torsional
Constant Constant
Wply
Wpiz
'w
cm³
cm³
dm
1053 498 0.488 104
4
cm4

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