## Solution to Problem 115 Shear Stress

- Read more about Solution to Problem 115 Shear Stress
- Log in or register to post comments

## Solution to Problem 114 Normal Stress

**Problem 114**

The homogeneous bar ABCD shown in Fig. P-114 is supported by a cable that runs from A to B around the smooth peg at E, a vertical cable at C, and a smooth inclined surface at D. Determine the mass of the heaviest bar that can be supported if the stress in each cable is limited to 100 MPa. The area of the cable AB is 250 mm^{2} and that of the cable at C is 300 mm^{2}.

- Read more about Solution to Problem 114 Normal Stress
- Log in or register to post comments

## Solution to Problem 113 Normal Stress

**Problem 113**

Find the stresses in members BC, BD, and CF for the truss shown in Fig. P-113. Indicate the tension or compression. The cross sectional area of each member is 1600 mm^{2}.

- Read more about Solution to Problem 113 Normal Stress
- Log in or register to post comments

## Solution to Problem 112 Normal Stress

**Problem 112**

Determine the cross-sectional areas of members AG, BC, and CE for the truss shown in Fig. P-112. The stresses are not to exceed 20 ksi in tension and 14 ksi in compression. A reduced stress in compression is specified to reduce the danger of buckling.

- Read more about Solution to Problem 112 Normal Stress
- 1 comment
- Log in or register to post comments

## Solution to Problem 111 Normal Stress

**Problem 111**

For the truss shown in Fig. P-111, calculate the stresses in members CE, DE, and DF. The cross-sectional area of each member is 1.8 in2. Indicate tension (T) or compression (C).

- Read more about Solution to Problem 111 Normal Stress
- Log in or register to post comments

## Solution to Problem 110 Normal Stress

**Problem 110**

A 12-inches square steel bearing plate lies between an 8-inches diameter wooden post and a concrete footing as shown in Fig. P-110. Determine the maximum value of the load P if the stress in wood is limited to 1800 psi and that in concrete to 650 psi.

- Read more about Solution to Problem 110 Normal Stress
- 1 comment
- Log in or register to post comments

## Solution to Problem 109 Normal Stress

**Problem 109**

Determine the largest weight W that can be supported by two wires shown in Fig. P-109. The stress in either wire is not to exceed 30 ksi. The cross-sectional areas of wires AB and AC are 0.4 in2 and 0.5 in2, respectively.

- Read more about Solution to Problem 109 Normal Stress
- Log in or register to post comments

## Solution to Problem 108 Normal Stress

**Problem 108**

An aluminum rod is rigidly attached between a steel rod and a bronze rod as shown in Fig. P-108. Axial loads are applied at the positions indicated. Find the maximum value of P that will not exceed a stress in steel of 140 MPa, in aluminum of 90 MPa, or in bronze of 100 MPa.

- Read more about Solution to Problem 108 Normal Stress
- Log in or register to post comments

## Solution to Problem 107 Normal Stress

**Problem 107**

A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in Fig. P-107. Axial loads are applied at the positions indicated. If P = 3000 lb and the cross sectional area of the rod is 0.5 in^{2}, determine the stress in each section.

- Read more about Solution to Problem 107 Normal Stress
- 11 comments
- Log in or register to post comments

## Solution to Problem 106 Normal Stress

**Problem 106**

The homogeneous bar shown in Fig. P-106 is supported by a smooth pin at C and a cable that runs from A to B around the smooth peg at D. Find the stress in the cable if its diameter is 0.6 inch and the bar weighs 6000 lb.

- Read more about Solution to Problem 106 Normal Stress
- 9 comments
- Log in or register to post comments