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?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 distancex from A must the load be placed such that o
0 And what is the corresponding axial stress in the rods?
3 m
3m
(1)
P=60 kN
2 m
"Rigid
Transcribed Image Text: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 distancex from A must the load be placed such that o 0 And what is the corresponding axial stress in the rods? 3 m 3m (1) P=60 kN 2 m "Rigid
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