As would be expected from the greater tensile strength of steel and from the greater strength of a steel weld, steel pipe will withstand a much greater degree of torsional stress, without failing at the weld or being twisted off, than will equal weights and sizes of wrought-iron pipe. The greater torsional strength of steel pipe can be seen by comparing Tables LXVI and LXVII, which show the results of torsional tests of iron and steel pipe made by the National Tube Works of Pittsburgh, Pa.

In the following tables of tests each of the fifteen 1/2-inch steel pipes was subjected to a torsional strain that twisted it an average of fifteen complete turns. Under this stress only six pipes broke, no welds failed at the seams, and nine of the pieces underwent the test without failure. On the other hand, of the fifteen wrought-iron pipes subjected to a torsional strain that twisted them each an average of five and three-quarter turns, every one of the fifteen failed, five by breaking off and the remaining ten failed in the weld.

In the larger sizes of pipe, the ratio 1 to 2.6 between the number of twists of wrought-iron and steel would not hold true. For instance, in the case of 3/4-inch pipe the ratio is as 1 to 2.3 and in 1-inch pipe the ratio is 1 to 1.66 and decreases proportionately as the size of the pipe increases.

On account of the greater pliability of steel pipe which permits of its being bent and twisted without opening at the seam or in other ways failing, it makes a better material for installations where numerous pipe bends are to be made. It might be well to note that in the bending of wrought pipe there is less liability of its failing at the seam if the pipe is held so the weld will be at the side and not at the top or bottom.

Table LXVI - Torsional Tests Of Steel Pipe. 1/2-Inch Steel (National Tube Company)

Number of Pieces

Weight

Per

Piece

Pounds

Length Feet

Weight

Per

Foot

Pounds

Variation from

Card

Weight

Per Cent.

Maximum Pull on 3-Foot Lever Pounds

Turns

Remarks

1

4.81

6.00

.801

-4.3

105

12 3/4

Did not break

2

4.81

6.00

.801

-4.3

110

15

Did not break

3

5.00

6.00

.833

- .5

115

16

Did not break

4

4.75

6.00

.791

-5.5

105

15 1/2

Broke off

5

5.06

6.00

.843

+ .7

110

15 1/2

Did not break

6

4.88

6.00

.813

-2.9

115

16 1/2

Did not break

7

4.75

6.00

.791

-5.5

110

14 3/4

Did not break

8

4.88

6.00

.813

-2.9

110

13 1/2

Did not break

9

5.00

6.00

.833

- .5

110

15

Broke off

10

4.75

6.00

.791

-5.5

100

14 3/4

Did not break

11

4.88

6.00

.813

-2.9

115

18 1/2

Broke off

12

5.06

6.00

.843

+ .7

90

14

Broke off

13

4.81

6.00

.801

-4.3

110

13 3/4

Did not break

14

5.00

6.00

.833

- .5

120

20 1/2

Broke off

15

5.06

6.00

.843

+ .7

105

9

Broke off

Avg.

.816

-2.5

109

15

Table LXVII - Torsional Tests Of Wrought-Iron Pipe 1/2-Inch Pipe (National Tube Company)

31

4.75

6.00

.791

-5.5

33

1/4

Failed in weld

32

4.88

6.01

.810

-3.2

90

9 1/2

Twisted off

33

4.69

6.00

.781

-6.6

67

2

Failed in weld

34

4.81

6.00

.801

-4.3

113

6

Failed in weld

35

5.12

6.01

.852

+1.8

105

10

Failed in weld

36

4.81

6.01

.800

-4.4

73

3

Failed in weld

37

4.50

6.02

.747

-10.8

113

9

Broke off

38

5.00

6.00

.833

- .5

100

9 1/4

Broke off

39

4.63

6.00

.771

-7.9

90

11

Broke off

40

4.88

6.00

.813

-2.9

95

7 1/2

Broke off

41

4.63

6.00

.771

-7.9

73

2

Failed in weld

42

4.69

6.01

.780

-6.7

55

1 1/4

Failed in weld

43

4.69

6.00

.781

-6.6

20

3/4

Failed in weld

44

4.75

6.01

.790

-5.6

100

13

Failed in weld

45

4.63

6.01

.770

-8.0

87

2

Failed in weld

Avg.

.792

-5.2

81

5 3/4