A W 21 x 48 beam is simply supported on a span 7 m. The beam is laterally supported at its ends and subjected to a uniform service dead load of 7 kN/m (including the weight of the beam) and a service live load of 3.1 kN/m, respectively. If Fy = 345 MPa, determine the available strength for LRFD and ASD. Properties of W 21 x 48 523 mm 207 mm 8.89 mm tw= 10.9 mm d = b₁ = t₁ = Z, = 244 (10³) mm³ J = 334 (10³) mm* ho = 513 mm Cw=1060 (109) mm* 4 Ix = 399 (106) mm* y = 16.1 (106) mmª S₂ = 1520 (10³) mm³ S, = 156 (10³) mm³ ry = 42.2 mm Its = 52.1 mm 2x=1750 x 10² mm ²³

Structural Analysis
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Chapter2: Loads On Structures
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A W 21 x 48 beam is simply supported on a span 7 m. The beam is laterally supported at its
ends and subjected to a uniform service dead load of 7 kN/m (including the weight of the beam) and
a service live load of 3.1 kN/m, respectively. If Fy = 345 MPa, determine the available strength for
LRFD and ASD.
Properties of W 21 x 48
d =
523 mm
b₁ =
207 mm
t₁ = 8.89 mm
tw = 10.9 mm
Z₁ = 244 (10³) mm³
J = 334 (10³) mm²
ho = 513 mm
Cw= 1060 (10%) mm 4
1x = 399 (106) mm¹
ly = 16.1 (106) mm*
S₂ = 1520 (10³) mm³
Sy = 156 (10³) mm³
ry = 42.2 mm
Its = 52.1 mm
૨
2x=1750 x 10 mm ²
Transcribed Image Text:A W 21 x 48 beam is simply supported on a span 7 m. The beam is laterally supported at its ends and subjected to a uniform service dead load of 7 kN/m (including the weight of the beam) and a service live load of 3.1 kN/m, respectively. If Fy = 345 MPa, determine the available strength for LRFD and ASD. Properties of W 21 x 48 d = 523 mm b₁ = 207 mm t₁ = 8.89 mm tw = 10.9 mm Z₁ = 244 (10³) mm³ J = 334 (10³) mm² ho = 513 mm Cw= 1060 (10%) mm 4 1x = 399 (106) mm¹ ly = 16.1 (106) mm* S₂ = 1520 (10³) mm³ Sy = 156 (10³) mm³ ry = 42.2 mm Its = 52.1 mm ૨ 2x=1750 x 10 mm ²
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