20 N/M 4 M 4м 12 M Flange Web Аxis X-X Axis Y -Y Designation Mass Area Depth Width Thickness Thickness Ix (10^6) Sx(10^3) ly(10^6) Sy(10^3) rx ry WIDE FLANGE KG/m mm^2 mm mm mm mm mm^4 mm^3 mm mm^4 mm^3 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.

20 N/M
4 M
4м
12 M
Flange
Web
Аxis X-X
Axis Y -Y
Designation
Mass
Area
Depth
Width
Thickness Thickness
Ix (10^6)
Sx(10^3)
ly(10^6)
Sy(10^3)
rx
ry
WIDE FLANGE
KG/m
mm^2
mm
mm
mm
mm
mm^4
mm^3
mm
mm^4
mm^3
mm
Transcribed Image Text:20 N/M 4 M 4м 12 M Flange Web Аxis X-X Axis Y -Y Designation Mass Area Depth Width Thickness Thickness Ix (10^6) Sx(10^3) ly(10^6) Sy(10^3) rx ry WIDE FLANGE KG/m mm^2 mm mm mm mm mm^4 mm^3 mm mm^4 mm^3 mm
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