Table 3 The adopted cross-sections of struts and their maximum load capacity of the most stressed element in the developed structural coverings.

From: Constructions of innovative geodesic domes in terms of the sustainable and efficient cross-sections using

No. of designed dome

GROUP 1

GROUP 2

GROUP 3

GROUP 4

cross-section (diameter x thickness (mm))

load capacity of the strut element*

cross-section (diameter x thickness (mm))

load capacity of the strut element*

cross-section (diameter x thickness (mm))

load capacity of the strut element*

cross-section (diameter x thickness (mm))

load capacity of the strut element*

Method 1

1.1

R 63.5 × 8.8

0.89

R 70.0 × 8.0

0.80

R 44.5 × 3.6

0.89

R 44.5 × 5.6

0.87

1.2

R 63.5 × 8.0

0.85

R 70.0 × 8.0

0.80

R 44.5 × 4.0

0.89

R 44.5 × 5.6

0.87

1.3

R 70.0 × 5.6

0.82

R 70.0 × 7.1

0.86

R 42.4 × 3.6

0.90

R 44.5 × 6.3

0.82

1.4

R 54.0 × 8.0

0.89

R 63.5 × 8.0

0.84

R 42.4 × 3.6

0.90

R 44.5 × 6.3

0.85

1.5

R 54.0 × 7.1

0.86

R 63.5 × 8.0

0.83

R 42.4 × 4.0

0.86

R 44.5 × 6.3

0.89

1.6

R 60.3 × 8.0

0.86

R 70.0 × 6.3

0.90

R 42.4 × 5.0

0.84

R 48.3 × 6.3

0.86

1.7

R 60.3 × 8.0

0.83

R 70.0 × 7.1

0.82

R 42.4 × 5.0

0.89

R 51.0 × 6.3

0.85

1.8

R 60.3 × 8.0

0.89

R 70.0 × 7.1

0.82

R 51.0 × 6.3

0.88

R 48.3 × 6.3

0.87

Method 2

2.1

R 70.0 × 7.1

0.82

R 63.5 × 8.0

0.88

R 57.0 × 5.6

0.88

R 51.0 × 3.2

0.80

2.2

R 70.0 × 7.1

0.85

R 63.5 × 7.1

0.90

R 57.0 × 8.0

0.86

R 48.3 × 4.5

0.87

2.3

R 70.0 × 8.0

0.89

R 63.5 × 8.8

0.90

R 57.0 × 8.8

0.88

R 44.5 × 5.6

0.87

2.4

R 70.0 × 8.0

0.90

R 63.5 × 8.8

0.88

R 57.0 × 8.0

0.90

R 44.5 × 6.3

0.84

2.5

R 60.3 × 8.8

0.89

R 60.3 × 8.0

0.87

R 54.0 × 8.0

0.85

R 51.0 × 5.0

0.86

2.6

R 70.0 × 8.0

0.88

R 63.5 × 8.0

0.90

R 57.0 × 8.0

0.87

R 48.3 × 6.3

0.89

2.7

R 70.0 × 8.8

0.84

R 63.5 × 8.8

0.84

R 57.0 × 8.0

0.84

R 51.0 × 6.3

0.90

2.8

R 70.0 × 8.8

0.86

R 63.5 × 8.0

0.89

R 57.0 × 8.8

0.88

R 54.0 × 6.3

0.89

  1. *load capacity of the most stressed strut element in a given group.