A beam AB with a total length of 3m is supported by vertical rods at the ends, and it supports a downward load at Cof P-60kN, as shown in the figure. The diameters of the steel hanger rods are d130 mm and d2=25 mm. Neglect the weight of the beam AB and the rods. At what distance x from A must the load be placed such that ở ơɔ. And what is the corresponding axial stress in the rods?

A beam AB with a total length of 3m is supported by vertical rods at the ends, and it supports a downward load at Cof P-60kN, as shown in the figure. The diameters of the steel hanger rods are d130 mm and d2=25 mm. Neglect the weight of the beam AB and the rods. At what distance x from A must the load be placed such that ở ơɔ. And what is the corresponding axial stress in the rods?

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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