Complete the table below for the steel sections shown. All sections are bending about their horizontal axis. Section Location hep hey Slenderness (show calculations) of element Flange

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 4
Complete the table below for the steel sections shown. All sections are bending about their
horizontal axis.
Section
Location
hep
Ney
Slenderness
(show calculations)
of element
bf
Flange
te
ld
++ tw
be = 800 mm
Web
tf = 20 mm
d = 1440 mm
tw = 16 mm
Grade
300,
heavily
入。=
Whole
Asp=
Asy=
welded plates
section
br
Flange
tr
d
Web
bf = 800 mm
te = 20 mm
d = 1420 mm
tw = 16 mm
Grade 300, heavily
welded plates
入。=
Whole
Asp=
Asy=
section
Transcribed Image Text:Question 4 Complete the table below for the steel sections shown. All sections are bending about their horizontal axis. Section Location hep Ney Slenderness (show calculations) of element bf Flange te ld ++ tw be = 800 mm Web tf = 20 mm d = 1440 mm tw = 16 mm Grade 300, heavily 入。= Whole Asp= Asy= welded plates section br Flange tr d Web bf = 800 mm te = 20 mm d = 1420 mm tw = 16 mm Grade 300, heavily welded plates 入。= Whole Asp= Asy= section
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