# Torque

## 249 - Reactions at the bolts of speed reducer gear box

**Problem 249**

Fig. P-249 represents the top view of a speed reducer which is geared for a four to one reduction in speed. The torque input at the horizontal shaft C is 100 lb·ft. The torque output at the horizontal shaft D, because of the speed reduction, is 400 lb·ft. Compute the torque reaction at the mounting bolts A and B holding the reducer to the floor. Hint: The torque reaction is caused by the unbalanced torque, which is a couple.

- Read more about 249 - Reactions at the bolts of speed reducer gear box
- Log in or register to post comments
- 14693 reads

## 248 - Broken handwheel replaced by lever to close a gate valve

**Problem 248**

To close a gate valve it is necessary to exert two forces of 60 lb at opposite sides of a handwheel 3 ft in diameter. Through an accident the wheel is broken and the valve must be closed by a thrusting bar through a slot in the valve stem and exerting a force 4 ft out from the center. Determine the force required and draw a free-body diagram of the bar.

- Read more about 248 - Broken handwheel replaced by lever to close a gate valve
- Log in or register to post comments
- 16921 reads

## Solution to Problem 340 | Torsion of thin-walled tube

- Read more about Solution to Problem 340 | Torsion of thin-walled tube
- Log in or register to post comments
- 14293 reads

## Solution to Problem 339 | Torsion of thin-walled tube

- Read more about Solution to Problem 339 | Torsion of thin-walled tube
- Log in or register to post comments
- 12773 reads

## Solution to Problem 338 | Torsion of thin-walled tube

**Problem 338**

A tube 0.10 in. thick has an elliptical shape shown in Fig. P-338. What torque will cause a shearing stress of 8000 psi?

- Read more about Solution to Problem 338 | Torsion of thin-walled tube
- Log in or register to post comments
- 14486 reads

## Solution to Problem 337 | Torsion of thin-walled tube

**Problem 337**

A torque of 600 N·m is applied to the rectangular section shown in Fig. P-337. Determine the wall thickness t so as not to exceed a shear stress of 80 MPa. What is the shear stress in the short sides? Neglect stress concentration at the corners.

- Read more about Solution to Problem 337 | Torsion of thin-walled tube
- Log in or register to post comments
- 18728 reads

## Solution to Problem 331 | Flanged bolt couplings

**Problem 331**

A flanged bolt coupling consists of six ½-in. steel bolts evenly spaced around a bolt circle 12 in. in diameter, and four ¾-in. aluminum bolts on a concentric bolt circle 8 in. in diameter. What torque can be applied without exceeding 9000 psi in the steel or 6000 psi in the aluminum? Assume G_{st} = 12 × 10^{6} psi and G_{al} = 4 × 10^{6} psi.

- Read more about Solution to Problem 331 | Flanged bolt couplings
- Log in or register to post comments
- 17573 reads

## Solution to Problem 330 | Flanged bolt couplings

**Problem 330**

Determine the number of 10-mm-diameter steel bolts that must be used on the 400-mm bolt circle of the coupling described in Prob. 328 to increase the torque capacity to 14 kN·m

- Read more about Solution to Problem 330 | Flanged bolt couplings
- Log in or register to post comments
- 17297 reads

## Solution to Problem 329 | Flanged bolt couplings

**Problem 329**

A torque of 700 lb-ft is to be carried by a flanged bolt coupling that consists of eight ½-in.-diameter steel bolts on a circle of diameter 12 in. and six ½-in.-diameter steel bolts on a circle of diameter 9 in. Determine the shearing stress in the bolts.

- Read more about Solution to Problem 329 | Flanged bolt couplings
- Log in or register to post comments
- 20253 reads

## Solution to Problem 328 | Flanged bolt couplings

**Problem 328**

A flanged bolt coupling consists of eight 10-mm-diameter steel bolts on a bolt circle 400 mm in diameter, and six 10-mm-diameter steel bolts on a concentric bolt circle 300 mm in diameter, as shown in Fig. 3-7. What torque can be applied without exceeding a shearing stress of 60 MPa in the bolts?

- Read more about Solution to Problem 328 | Flanged bolt couplings
- Log in or register to post comments
- 31210 reads