23 (N) 17/2 (m) 17/2 (m) 9 (N/m) 17 (m) Flange Web Axis 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 W760 X 314 314 40100 785 384 33.5 19.7 4290 10 900 328 315 1 640 88.6

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.

 

23 (N)
17/2 (m)
17/2 (m)
9 (N/m)
17 (m)
Flange
Web
Axis 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^4
mm^3
mm^4
mm^3
mm
mm
mm
mm
W760 X 314
314
40100
785
384
33.5
19.7
4290
10 900
328
315
1 640
88.6
Transcribed Image Text:23 (N) 17/2 (m) 17/2 (m) 9 (N/m) 17 (m) Flange Web Axis 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^4 mm^3 mm^4 mm^3 mm mm mm mm W760 X 314 314 40100 785 384 33.5 19.7 4290 10 900 328 315 1 640 88.6
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