Concentrated loads P area acting at the middle thirds of the beam having a span of 9- m. The beam is made up of a wide flange with a yield strength of 344.5 MPa and a modulus of elasticity of 200,000 MPa. The beam is laterally supported only every 3 m distance. Neglect the weight and deflection of the beam. bf = 368.8 mm d = 356.11 mm tf = 18.03 mm tw = 11.18 mm Sx = 2343 x 103 mm4 a) Which of the following gives the value of allowable bending stress. b) Which of the following gives the safe value of "P" in flexural stress control design.|

Concentrated loads P area acting at the middle thirds of the beam having a span of 9- m. The beam is made up of a wide flange with a yield strength of 344.5 MPa and a modulus of elasticity of 200,000 MPa. The beam is laterally supported only every 3 m distance. Neglect the weight and deflection of the beam. bf = 368.8 mm d = 356.11 mm tf = 18.03 mm tw = 11.18 mm Sx = 2343 x 103 mm4 a) Which of the following gives the value of allowable bending stress. b) Which of the following gives the safe value of "P" in flexural stress control design.|

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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