14 Eiample The beam ABC is loaded via a 500 N.m couple and a 600 N force as shown. The beam is connected to the rest of the system by a pin joint at B and a roller support at C Detenine the magnitude of the reaction forces on the beam at the supports. 600 N 300 N m 300 300 Ans. Dimensions in mm RC=1700 N RBx=1597.5 N 20 RBy=1181.4 N farco Pneeded to lift the lond Ako

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Eiample
ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie
The is connected to the rest of the system by a pin joint at B and a roller support at
Beteune the magnitide of the reaction forces on the beam at the supports.
600 N
300 N m
400
300
500
Ans.
Dimensions in mm
RC=1700 N
20
RBx=1597.5 N
RBy=1181.4 N
Erample Determine the force Pnecded to lift the load. Alsa,
determine the proper placement x of the hook for
cotilibrium. Neglect the weight of the beam.
0.9 m
100 mm
100 mm
100 mm
6 kN
The uniform rod of length L and weight W is supported on
the simooth planes. Determine its position e for equilibrium.
Neglect the thickness of the rod.
Ans 6= tan
Transcribed Image Text:Eiample ai ABC is loaded via a 500 N.m couple and a 600 N force as shown. Tlie The is connected to the rest of the system by a pin joint at B and a roller support at Beteune the magnitide of the reaction forces on the beam at the supports. 600 N 300 N m 400 300 500 Ans. Dimensions in mm RC=1700 N 20 RBx=1597.5 N RBy=1181.4 N Erample Determine the force Pnecded to lift the load. Alsa, determine the proper placement x of the hook for cotilibrium. Neglect the weight of the beam. 0.9 m 100 mm 100 mm 100 mm 6 kN The uniform rod of length L and weight W is supported on the simooth planes. Determine its position e for equilibrium. Neglect the thickness of the rod. Ans 6= tan
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