Design a beam for a 30-ft simple span to support the working uniform loads of wD = 1.25 k/ft (includes beam self-weight) and wL = 1.75 k/ft.The maximum permissible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear and deflection.The beam is to be braced laterally at its ends and the midspan only.
Design a beam for a 30-ft simple span to support the working uniform loads of wD = 1.25 k/ft (includes beam self-weight) and wL = 1.75 k/ft.The maximum permissible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear and deflection.The beam is to be braced laterally at its ends and the midspan only.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a beam for a 30-ft simple span to support the working uniform loads of wD = 1.25 k/ft (includes beam self-weight) and wL = 1.75 k/ft.The maximum permissible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear and deflection.The beam is to be braced laterally at its ends and the midspan only.
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