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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.
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