Situation 6: Given the following data for a simply supported beam. Neglect weight of beam Beam length: L = 5.0 m Uniform Load: Dead Load = 30 KN/m Live Load = 20 KN/m Properties of BW Shape (Fy = 248 MPa) A = 3,440.0 mm^2 d = 200 mm tf = 10.0 mm tw = 8. mm Ix = 22.0 x 10^6 mm^4 bf = 100 mm 1. Which of the following nearly gives the maximum bending stress (MPa) in the beam? O 680 MPa O 720 MPa O 700 MPa O 710 MPa

Structural Analysis
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Chapter2: Loads On Structures
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Situation 6: Given the following data for a simply supported beam. Neglect weight of beam
Beam length: L = 5.0 m
Uniform Load:
Dead Load = 30 KN/m
Live Load = 20 KN/m
Properties of BW Shape (Fy = 248 MPa)
A = 3,440.0 mm^2
d = 200 mm
tf = 10.0 mm tw = 8. mm
Ix = 22.0 x 10^6 mm^4
bf = 100 mm
1. Which of the following nearly gives the maximum bending stress (MPa) in the beam?
O 680 MPa
O 720 MPa
O 700 MPa
O 710 MPa
Transcribed Image Text:Situation 6: Given the following data for a simply supported beam. Neglect weight of beam Beam length: L = 5.0 m Uniform Load: Dead Load = 30 KN/m Live Load = 20 KN/m Properties of BW Shape (Fy = 248 MPa) A = 3,440.0 mm^2 d = 200 mm tf = 10.0 mm tw = 8. mm Ix = 22.0 x 10^6 mm^4 bf = 100 mm 1. Which of the following nearly gives the maximum bending stress (MPa) in the beam? O 680 MPa O 720 MPa O 700 MPa O 710 MPa
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