A W 530 x 101 supports the load shown in Figure below. Determine the maximum allowable distributed load that the A-36 steel beam could carry. Fy = 250 MPa Properties of W 530 x 101 bf = 210 mm Sx = 2300 x 10³ mm3 tf = 17.4 mm W = 101.4 kg/m 18 KN 26 KN 18 KN 3m 3 m 3m R2 E

Structural Analysis
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Chapter2: Loads On Structures
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AW 530 x 101 supports the load shown in Figure below. Determine the
maximum allowable distributed load that the A-36 steel beam could carry. Fy = 250 MPa
Properties of W 530 x 101
bf = 210 mm
Sx = 2300 x 10³ mm3
tf = 17.4 mm
W = 101.4 kg/m
18 KN
26 KN
אא 18
3m
3m
3 m
3m
R2
Transcribed Image Text:AW 530 x 101 supports the load shown in Figure below. Determine the maximum allowable distributed load that the A-36 steel beam could carry. Fy = 250 MPa Properties of W 530 x 101 bf = 210 mm Sx = 2300 x 10³ mm3 tf = 17.4 mm W = 101.4 kg/m 18 KN 26 KN אא 18 3m 3m 3 m 3m R2
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