
- •Task 1. Analysis of stepped rod in tension-compression
- •Task 2. Determination of geometrical characteristics of plane sections
- •Task 3. Construction shear force and bending moment diagrams for beams
- •Full check of strength of the beam by principal stresses
- •Task 5. Torsion computations
- •Task 6. Torsion with bending
- •7. Using the condition of strength determine the necessary diameter
- •Task 2. Determination of displacements in the beam
- •Literature
Task 5. Torsion computations
The shaft of a circular cross-section is loaded by torsion moments. Under condition of strength and torsion condition of rigidity of the shaft select the diameter of the shaft.
Draw diagrams of twisting moments, the greatest values of shear stresses and twisting angles along the shaft.
assume the allowable value of normal stress = 160 MPа for shaft material.
Take the data necessary for computation from table 6 and shaft schime from fig.8.
Table 6
variant /group No./ |
201 |
202 |
203 |
204 |
205 |
206 |
207 |
208 |
209 |
210 |
211 |
212 |
Mt , kN m |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
21 |
22 |
a, m |
1.1 |
1.2 |
1.3 |
1.4 |
1.5 |
1.6 |
0.7 |
0.8 |
0.9 |
1.5 |
1.2 |
0.6 |
, o/m |
0,21 |
0,22 |
0,23 |
0,24 |
0,25 |
0,06 |
0,07 |
0,08 |
0,09 |
0,16 |
0,11 |
0,12 |
Order of work
1. Draw the scheme of the shaft to scale.
2. From the condition of balance determine the moment at the fixed end or moment М0.
3. Using the method of section determine value of the twisting moments on each section of the shaft and draw the diagram.
4. According to the properties of the shaft material determine allowable value of shear stress.
Fig. 8. (see also p.30)
Fig. 8. Continued (see also p.31)
Fig.8. Ending
4. According to the properties of the shaft material determine allowable value of shear stress.
5. determine diameter of the shaft by condition of strength in torsion.
6. determine diameter of the shaft by condition of rigidity in torsion. Finаlly choose the greatest value from two diameters which approximate to the nearest standard magnitude.
7. Determine the greatest value of shear stresses on the each chosen section of the shaft. Check the condition of strength in torsion.
8. Draw the diagram of maximum shear stresses in the section.
9. Determine the value of the angles of twisting for each section of the shaft and draw the diagram of the angles.
10. Determine the greatest value of the unit twisting angle.
11. check up rigidity of the shaft and make the conclusions.
Task 6. Torsion with bending
The shaft of belt transmission (see fig.9) is turned round with n frequency and passed K capacity. On the shaft are fixed two pulleys. Diameter of the first pulley D1, diameter of the second pulley D2 . Conducting branch of the belt transmission is stretched twice more than the force conducted. Using the third theory of strength determine the necessary diameter of the shaft.
The
allowable stress
=100
MPa.
Take the data which are necessary for computation from table 1 and table 2.
Order of work
1. Determine the torsional moments put to the shaft.
2. Construct the twisting moment diagram Mt.
3. Determine the environing forces t1 and t2 acting on pulleys.
4. Construct the bending moment diagrams Mbhor due to the horizontal forces and Mbvert due to the vertical ones.
5.
Construct the total bending moment diagram as the geometric sum of
the two previous diagrams Mbtot
=
.
Fig.9
Table 7
Variant number |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
D1 , m |
0.15 |
0.25 |
0.35 |
0.45 |
0.55 |
0.1 |
0.2 |
0.3 |
0.4 |
0.5 |
K , kVt |
0.2 |
0.4 |
0.5 |
0.6 |
0.7 |
0.25 |
0.35 |
0.45 |
0.55 |
0.65 |
6. Find the dangerous cross - section of the shaft and determine themaximum conventional moment value Mcon using the third theory of strength
Mcon
=
.