4 m3030 kg3/14: To facilitate shifting the position of a lifting hook when it is not under load, the slidinghanger shown is used. The projections at A and B engage the flanges of a box beam when aload is supported, and the hook projects through a horizontal slot in the beam. Compute theforces at A and B when the hook supports a 300-kg mass. Ans. A = 4.9 kN, B = 1.9 kN400600mmmme reactions at300 kg

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30 kg 30 3/14: To facilitate shifting the position of a lifting hook when it is not under load, the hanger shown is used. The projections at A and B engage the flanges of a box beam load is supported, and the hook projects through a horizontal slot in the beam. Comp forces at A and B when the hook supports a 300-kg mass. Ans. A = 4.9 kN, B = 1.9 kN 400 600 mm mm B 300 kg

30 kg 30 3/14: To facilitate shifting the position of a lifting hook when it is not under load, the hanger shown is used. The projections at A and B engage the flanges of a box beam load is supported, and the hook projects through a horizontal slot in the beam. Comp forces at A and B when the hook supports a 300-kg mass. Ans. A = 4.9 kN, B = 1.9 kN 400 600 mm mm B 300 kg

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter6: Beams And Cables

Section: Chapter Questions

Problem 6.83P: The cable carrying three 400-lb loads has a sag at C of hC=14ft. Calculate the force in each segment...

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4 m
30
30 kg
3/14: To facilitate shifting the position of a lifting hook when it is not under load, the sliding
hanger shown is used. The projections at A and B engage the flanges of a box beam when a
load is supported, and the hook projects through a horizontal slot in the beam. Compute the
forces at A and B when the hook supports a 300-kg mass. Ans. A = 4.9 kN, B = 1.9 kN
400
600
mm
mm
e reactions at
300 kg

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