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1=200,000 wpa Fy= 250 mpa A = 3929 mm² ty = 12.7 mm Ix= 53.7 x 10mm¹ x = 117 mm Propertia of Channel Section d = 305 mm t₂ = 72mm Properties of W 460 x 74 A = 9450 mm² by = 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm Compute Area, Ix and ly=1.61 x 10 mm x = 17.7 mm d = 457 mm tr = 14.5 mm Ix=333 x 10 mm ly= 16.6 x 10mm* 7.21 457 T

1=200,000 wpa Fy= 250 mpa A = 3929 mm² ty = 12.7 mm Ix= 53.7 x 10mm¹ x = 117 mm Propertia of Channel Section d = 305 mm t₂ = 72mm Properties of W 460 x 74 A = 9450 mm² by = 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm Compute Area, Ix and ly=1.61 x 10 mm x = 17.7 mm d = 457 mm tr = 14.5 mm Ix=333 x 10 mm ly= 16.6 x 10mm* 7.21 457 T

Structural Analysis
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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E=200,000 mpa ty= 250 mpa A = 3929 mm² ty = 12.7 mm Ix = 53.7 x 10mm¹ x = 117 mm Propertia of Channel Section d = 305 mm t₂ = 72 mm Properties of W 460 x 74 A = 9450 mm² bf <= 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm CIVIL Compute Areo, Ix and Iy. ly=1.61 x 10mm x = 17.7 mm d = 457 mm tr = 14.5 mm Ix=333 x 10 mm ly = 16.6 x 10mm* ENGINEERING STEEL 7.21 457 I DESIGN
Transcribed Image Text:E=200,000 mpa ty= 250 mpa A = 3929 mm² ty = 12.7 mm Ix = 53.7 x 10mm¹ x = 117 mm Propertia of Channel Section d = 305 mm t₂ = 72 mm Properties of W 460 x 74 A = 9450 mm² bf <= 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm CIVIL Compute Areo, Ix and Iy. ly=1.61 x 10mm x = 17.7 mm d = 457 mm tr = 14.5 mm Ix=333 x 10 mm ly = 16.6 x 10mm* ENGINEERING STEEL 7.21 457 I DESIGN
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