Discussion on: Solution to Problem 609 | Double Integration Method
Following is a discussion on the Reviewer item titled: Solution to Problem 609 | Double Integration Method. Feel free to add your own comments!
MATHalinoEngineering Math ReviewFollowing is a discussion on the Reviewer item titled: Solution to Problem 609 | Double Integration Method. Feel free to add your own comments!
A flanged bolt coupling consists of two concentric bolt circles. One bolt circle consists of six 0.5-in-diameter steel bolts on a circle 9 inches in diameter and the other consists of eight 0.5-in-diameter steel bolts on a circle 12 inches in diameter. What is the shearing stress in the bolts if a torque of 7 kip-ft is to be carried by the assembly?
The solid compound shaft, made of three different materials, carries the two torques shown. (a) Calculate the maximum shear stress in each material. (b) Find the angle of rotation of the free end of the shaft. The shear moduli are 28 GPa for aluminium, 83 GPa for steel and 35 GPa for bronze.

The solid compound shaft, made of three different materials, carries the two torques shown. (a) Calculate the maximum shear stress in each material. (b) Find the angle of rotation of the free end of the shaft. The shear moduli are 28 GPa for aluminium, 83 GPa for steel and 35 GPa for bronze.
The 5m uniform steel beam has a mass of 600 kg and is to be lifted from the ring at B with the two chains, AB of length 3m., and CB of length 4m. a.)Determine the tension T in chain AB when the beam is clear of the platform. b.) stress if the cross-sectional area is limited to 500 mm2.
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hi please help me with my assignement.
this beam made of steel with moduus youg of 300 gpa, cross sectional area A1 =10.10^-6 m2
A2 = 20. 10^-6 m2.
length L1 = 2m
Length L2 =1,8 m.
at he level that is very rigid ring mounted to apply the load F=8 KN.
questions :
1.calculate reaction pedestal points A and B
2. stresses that ocur in cross section A1 and A2
3. the displacement Point C.
Following is a discussion on the Reviewer item titled: Solution to Problem 130 Bearing Stress.
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Following is a discussion on the Reviewer item titled: Solution to Problem 113 Normal Stress.
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Following is a discussion on the Reviewer item titled: Problem 734 | Restrained beam with uniform load over half the span.
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Compute reactions and the maximum moment
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