Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL ENGINEERING STEEL DESIGN With Continuous lateral bracing Unbraced length = 4m, Cb = 1.0 Unbraced length= 12m, Cb = 1.0 a.) b.) c.) Fy = 345 MPa Properties: d = 450mm tf = 10.8 mm 1x 212x10mm¹ Cw 306x10 mm" Sx* 944 x10¹mm¹ bf 142mm MY Ag - 6650mm2 Zx 1090x10'mm' Ho439mm ry = 31mm tw* 7.62mm J=211x10¹mm* ly - 6.37x10 mm rls - 38.4mm
Determine the Design Flexural Strength of W460x52 A992 Steel with the following cases: CIVIL ENGINEERING STEEL DESIGN With Continuous lateral bracing Unbraced length = 4m, Cb = 1.0 Unbraced length= 12m, Cb = 1.0 a.) b.) c.) Fy = 345 MPa Properties: d = 450mm tf = 10.8 mm 1x 212x10mm¹ Cw 306x10 mm" Sx* 944 x10¹mm¹ bf 142mm MY Ag - 6650mm2 Zx 1090x10'mm' Ho439mm ry = 31mm tw* 7.62mm J=211x10¹mm* ly - 6.37x10 mm rls - 38.4mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Determine the Design Flexural Strength of W460x52 A992 Steel
with the following cases: CIVIL ENGINEERING
STEEL DESIGN
With Continuous lateral bracing
Unbraced length = 4m, Cb = 1.0
Unbraced length= 12m, Cb = 1.0
a.)
b.)
c.)
Fy = 345 MPa
Properties:
d = 450mm
tf = 10.8 mm
1x
212x10mm*
Cw 306x10 mm"
Sx** 944 x10¹mm¹
bf 142mm
MY
Ag - 6650mm2
Zx 1090x10'mm'
Ho439mm
ry = 31mm
tw* 7.62mm
J-211x10¹mm*
ly = 6.37x10 mm
rls - 38.4mm
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