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Q 235 Galvanized Press Locked Ferro Grating quoniam Walkway Platform


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Descriptio

craticula aenea pressa clausa etiam pressio craticulae clausa vocari potest, facta ex ferro carbonii vel ferro immaculato.Faciendo altae capacitatis, non-lapsi, anti corrosionis et facile institutionis et removendae, pressio craticulae clausae late adhibetur pro laquearia, suggestu, contignationibus, saepes et omnibus generibus operculorum in officinis, aedificiis civilibus et mercatoriis.
Duae craticulae pressae clausae cum diversis reticulis magnitudinum quibus homines saepe utuntur: 33 mm × 33 mm, 33 mm × 11 mm.

pd-1
pd-2

Introductio ad craticulam ferro insertam
Lamina ferrea inserta, quae etiam bracteae ferreae nota inseritur, facta est ex quadam magnitudine ferri plani carbonis ignobilis ordinariae, lamina incorrupta, lamina aenea, lamella aluminii per processum scrote (foraminis), inserendo, glutino, finiendo et. mox.Productum solidatum iuncturam solidam, distantiam uniformem foveam, pulchram designationem, opportunam et practicam.Patella ferri cancelli inserta proprietates altae virium habet, corrosio praeventionis et conservationis liberae laminae ferrariae ordinariae, et proprietates complexionis uniformis et subtilis, levis et exquisita structura, naturalis harmonia et eleganti stilo.Utriusque copiae et artis opera.Vulgo usus est.
Typus de ferro inserta craticula sua
Iuxta varias insertiones modos et angulos insertionis, potest dividi in pressum laminam ferream cancellatam, onus ferreum cancellos, lamina integralis chalybea cancelli, umbracula ferri cancelli lamina, etc.
1. Typus impressus laminae chalybis inserta: postquam ferreus planus ferrum in foramina inciditur, talea horizontalis chalybea plana in figuram premitur.Communiter, maxima processus altitudo productionis bracteae ferrariae ordinariae 100mm est.Longitudo laminae ferreae plerumque minor quam 2000mm est.
2. Gravis officii genus lamina ferrea inserta est lamina quaedam ferrea producta, quae ex mutua morsu altitudinis ferri planae et bar horizontalis ferri plani et pressis 1200 talentis comprimitur.Idoneus est celso palmi onere.
3. Integrum genus laminae ferreae ferreae planae ferrei et vectis horizontalis ensis plani generis integralis laminae ferreae eiusdem altitudinis et altitudinis secans est 1/2 ferrei ferri plani.Altitudo laminae ferreae 100mm non maior erit.Longitudo laminae ferreae plerumque minor quam 2000mm est.
4. Obumbratio genus laminae craticulae ferreae: bracteae bracteae ferreae planae bracteae frondium typus chalybeum craticulae craticulae 30° vel 45° cunicae sunt, et vectis sulcus slotted et presso-clausus.Secundum diversas necessitates, alias spatium, specificationem laminae craticulae liberare possumus, ferro carbonii ordinario, ferro immaculato, aluminio aliisque materiis uti possumus.Lamina craticulae altitudo 100mm minor est.
Syntaxis craticulae ferro insertae;
Late usus est in aedificiis civilibus et mercatoriis, theatris, hamaxis, urbanis machinalis agri municipalis, ut producta cum leve, altum robur, corrosio tutela, sustentatio gratuita, pulchra, et multa alia, nunc late nunc in aedificiis civilibus et mercatoriis utuntur. , theatra, subway, civitas et ager municipalis, adhiberi potest in laqueari, sub tectis, ac velit ornatum ornamentis, suggestu porticus, superliminare (Wells), tabula vendo, omnia genera laminae operculatae, etc.

main2

Introductio ad craticulam ferro:
Reticulum craticulae ferro insertum est genus portandi capacitatem magnae laminae ferreae productorum, constat ex magnitudine certae Q235 demissae carbonis carbonis planae per foramen (foraminis), obturaculum, glutinum, processus conficiendi ut fabricandi et quasi ferreus factus. bractea producta, etiam eligere potest chalybem immaculatam, laminam aeream, aluminium materiam materiae, hoc productum late in fosse operculum patellae, gradus laminae scalae gradus, stagnum opertorium laminae.

Specificatio craticulae ferreae
Ferri plani spacing ferens: 30 40 60 (mm) vectis horizontalis planus chalybis spaing: 30 40 60 (mm) latitudo ferri plana: 20-60 (mm) crassitudo ferri plana: 3mm 4mm 5mm variae specificationes secundum necessitates mos mos fieri possunt.

Notae et applicationes craticulae ferreae;
Societas nostra obturaculum eget laminam solidariam solidam iuncturam producit, foramen intervallum est, rete superficies plana est, consilium pulchrum, practicum, non solum commeatum, sed etiam opera artis, per annos centum varietates elaboravit; producta exportanda favebat clientibus.In aedificiis civilibus et commercialibus, theatris, subway, urbanis, et aliis campis machinis municipalibus usus est, quae adhiberi possunt ad laquearia, sub tectis, ornamentis velit, tribunal pavimenti, evacuatione fenestrae (bene), vendo TABULA, variae laminae operculatae. , etc.

Patet genus chalybe craticula cum vecte in picem 30mm

Type

Widthof
portans

Crassitudo
ofbearing
bar

Theoria
Pondus

Loadand
claudicatio

Serena Span

200

400

600

800

1000

1200

1400

1600

1800

2000

MMCC

2400

2600

2800

3000

G655/30/50

65

5

103.4

U

3990

997

443

249

159

110

81

62

49

39

32

27

23

20

17

G655/30/100

100.4

D

0.11

0.42

0.95

1.7

2.65

3.81

5.22

6.84

8.7

10.61

12.82

15.4

18.18

21.4

24.18

G605/30/50

60

5

95.9

U

3400

850

377

212

136

94

69

53

41

34

28

23

20

17

G605/30/100

92.9

D

0.11

0.46

1.03

1.84

2.89

4.15

5.66

7.45

9.28

11.78

14.28

16.73

20.16

23.23

G555/30/50

55

5

88.4

U

2856

714

317

178

114

79

58

44

35

28

23

19

16

G555/30/100

85.4

D

0.13

0.5

1.13

2

3.14

4.53

6.19

8.04

10.3

12.63

15.29

18.03

21.08

G505/30/50

50

5

80.9

U

2361

590

262

147

94

65

48

36

29

23

19

16

G505/30/100

77.9

D

0.14

0.55

1.24

2.2

3.45

4.97

6.82

8.78

11.39

13.86

16.88

20.28

G503/30/50

50

5

52.6

U

1416

354

157

88

56

39

28

22

17

14

11

G503/30/100

49.6

D

0.14

0.55

1.24

2.2

3.43

4.97

6.65

8.95

11.16

14.09

16.37

G455/30/50

45

5

73.4

U

1912

478

212

119

76

53

39

29

23

19

15

G455/30/100

70.4

D

0.15

0.61

1.38

2.45

3.83

5.56

7.62

9.73

12.44

15.76

18.39

G405/30/50

40

5

65.9

U

1511

377

167

94

60

41

30

23

18

15

G405/30/100

62.9

D

0.17

0.69

1.54

2.76

4.31

6.14

8.37

11.02

13.92

17.8

G403/30/50

40

3

43.3

U

906

226

100

56

36

25

18

14

11

G403/30/100

40.3

D

0.17

0.69

1.54

2.74

4.32

6.25

8.39

11.2

14.21

G355/30/50

35

5

58.4

U

1156

289

128

72

46

32

23

18

14

G355/30/100

55.4

D

0.2

0.79

1.77

3.16

4.94

7.17

9.61

12.92

16.24

G353/30/50

35

3

38.6

U

694

173

77

43

27

19

14

10

G353/30/100

35.6

D

0.2

0.79

1.77

3.14

4.84

7.11

9.77

12.03

G325/30/50

32

5

53.9

U

967

241

107

60

38

26

19

15

11

G325/30/100

50.9

D

0.22

0.86

1.94

3.44

5.35

7.64

10.42

14.13

16.81

G323/30/50

32

3

35.8

U

580

145

64

36

23

16

11

9

G323/30/100

32.8

D

0.21

0.86

1.93

3.45

5.41

7.85

10.09

14.19

G255/30/50

25

5

43.4

U

590

147

65

36

23

16

12

G255/30/100

40.4

D

0.28

1.1

2.47

4.35

6.82

9.92

13.9

G253/30/50

25

3

29.3

U

354

88

39

22

14

9

G253/30/100

26.3

D

0.28

1.1

2.47

4.43

6.94

9.35

G205/30/50

20

5

36.0

U

377

94

41

23

15

10

G205/30/100

33.0

D

0.34

1.37

3.05

5.44

8.73

12.21

G203/30/50

20

3

24.6

U

226

56

25

14

9

G203/30/100

21.6

D

0.34

1.37

3.1

5.53

8.76

1. Etiam laminam pro pavimento onus unius personae debet esse super 3.0KN/m2
2. Etiam onus pavimenti laminam pro duplici directione esse debet supra 5.0KN/m2
3. Etiam laminam pavimenti onus multis hominibus super 7.5KN/m2 . debet esse

Patet genus craticulae ferreae cum vecte in picem ferens 40mm

Type

Widthof
vectis

Crassitudo
ferre
bar

Theoria
Pondus

Loadand
claudicatio

Patet Span

200

400

600

800

1000

1200

1400

1600

1800

2000

MMCC

2400

2600

2800

3000

G655/40/50

65

5

81.7

U

2992

748

332

187

119

83

61

46

36

29

24

20

17

15

G655/40/100

78.7

D

0.11

0.42

0.95

1.7

2.65

3.84

3.93

6.78

8.54

10.54

12.84

15.25

17.97

21.46

G605/40/50

60

5

75.9

U

2550

637

283

159

102

70

52

39

31

25

21

17

15

G605/40/100

72.9

D

0.11

0.46

1.03

1.84

2.89

4.12

4.27

7.32

9.36

11.57

14.31

16.54

20.21

G555/40/50

55

5

70.1

U

2142

535

238

133

85

59

43

33

26

21

17

14

G555/40/100

67.1

D

0.13

0.5

1.13

2

3.13

4.51

4.59

8.05

10.22

12.66

15.11

17.77

G505/40/50

50

5

64.2

U

1770

442

196

110

70

49

36

27

21

17

14

G505/40/100

61.2

D

0.14

0.55

1.24

2.2

3.43

5

5.12

8.79

11.02

13.69

16.64

G503/40/50

50

3

42.6

U

1062

265

118

66

42

29

21

16

13

10

G503/40/100

39.6

D

0.14

0.55

1.24

2.2

3.43

4.94

4.99

8.71

11.4

13.49

G455/40/50

45

5

58.4

U

1434

358

159

89

57

39

29

22

17

14

G455/40/100

55.4

D

0.15

0.61

1.38

2.44

3.83

5.46

5.67

9.85

12.28

15.53

G405/40/50

40

5

52.6

U

1133

283

125

70

45

31

23

17

13

11

G405/40/100

49.6

D

0.17

0.69

1.54

2.74

4.32

6.2

6.42

10.88

13.45

17.47

G403/40/50

40

3

35.3

U

680

170

75

42

27

18

13

10

G403/40/100

32.3

D

0.17

0.69

1.54

2.74

4.32

6.01

6.08

10.71

G355/40/50

35

5

46.8

U

867

216

96

54

34

24

17

13

G355/40/100

43.8

D

0.2

0.78

1.77

3.16

4.88

7.18

7.12

12.48

G353/40/50

35

3

31.6

U

520

130

57

32

20

14

10

8

G353/40/100

28.6

D

0.2

0.79

1.75

3.12

4.79

7

7.01

12.85

G325/40/50

32

5

43.3

U

725

181

80

45

29

20

14

11

G325/40/100

40.3

D

0.21

0.86

1.93

3.45

5.45

7.84

7.7

13.86

G323/40/50

32

3

29.4

U

435

108

48

27

17

12

8

G323/40/100

26.4

D

0.21

0.86

1.93

3.45

5.34

7.86

7.37

G255/40/50

25

5

35.1

U

442

110

49

27

17

12

9

G255/40/100

32.1

D

0.27

1.1

2.48

4.35

6.74

9.94

10.46

G253/40/50

25

3

24.3

U

265

66

29

16

10

7

G253/40/100

21.3

D

0.27

1.1

2.45

4.3

6.63

9.71

G205/40/50

20

5

29.3

U

283

70

31

17

11

7

G205/40/100

26.3

D

0.34

1.36

3.08

5.37

8.56

11.46

G203/40/50

20

3

20.6

U

170

42

18

10

6

G203/40/100

17.6

D

0.34

1.37

2.98

5.28

7.84

Notae:
1. U: onus tutum et uniformiter distributum, KN/m2
2. D: maximum claudicatio correspondentes enumerantur salvum onus
3. Pondus theoreticum est pondus 1m longitudinis calidi detritum galvanized craticulae

Patet stylus ferens vectes ad 60mm picem ferro craticulam

Type

afferentem
bar
sectionem

Crucis
bar
picis

Theoria
pondus

Serrationfactor

Loadand
claudicatio

ClearSpan

 

Load

Declinatio

150

300

450

600

750

900

1050

1200

1500

1800

2100

2400

2700

3000

3300

3600

G655/60/50

655

50

49.0

0.92

1.04

U

3436.41

858.79

381.42

214.34

137.01

95.00

69.67

53.23

33.89

23.39

17.06

12.95

10.13

8.12

6.62

5.49

D

0.06

0.24

0.55

0.99

1.54

2.22

3.03

3.96

6.18

8.91

12.12

15.84

20.02

24.75

29.94

35.64

G555/60/50

55×5

50

42.4

0.90

1.05

U

2460.46

614.8

273.02

153.99

98.02

67.94

49.81

38.04

24.20

16.68

12.14

9.20

7.18

5.47

4.67

3.86

D

0.07

0.29

0.65

1.17

1.82

2.63

3.58

4.68

7.31

10.53

14.33

18.72

23.69

29.25

35.39

42.12

G505/60/50

50×5

50

39.0

0.89

1.06

U

2033.40

508.06

225.60

126.73

80.97

56.11

41.13

31.40

19.96

13.74

10.00

7.56

5.90

4.70

3.82

 

D

0.08

0.32

0.72

1.28

2.01

2.89

3.94

5.14

8.04

11.58

15.76

28.59

26.06

32.17

38.93

 

G455/60/50

45x5

50

35.7

0.88

1.07

U

1647.01

411.49

182.69

102.61

65.54

45.41

33.27

25.39

16.12

11.09

8.06

6.09

4.73

3.77

3.05

 

D

0.08

0.35

0.80

1.43

2.23

3.21

4.37

5.72

8.93

12.87

17.51

22.88

28.95

35.75

43.25

 

G405/60/50

40×5

50

32.3

0.87

1.07

U

1301.30

325.0

9144.31

81.03

51.75

35.84

26.25

20.02

12.70

8.72

6.32

4.77

3.70

2.94

D

0.10

0.40

0.90

1.60

2.51

3.62

4.92

6.43

10.05

14.47

19.70

25.74

32.57

40.12

G403/60/50

40×3

50

21.7

0.87

1.07

U

780.76

195.3

86.56

48.60

31.02

21.48

15.72

11.99

7.60

5.21

3.77

2.84

2.20

1.74

   

D

0.10

0.40

0.90

1.60

2.51

3.62

4.92

6.43

10.05

14.47

19.70

25.74

32.57

40.21

   

G325/60/50

32-5

50

27.0

0.83

1.09

U

832.77

207.99

92.29

51.80

33.06

22.87

16.74

12.75

8.06

5.52

3.98

2.99

2.31

   

D

0.12

0.50

1.13

2.01

3.14

4.52

6.15

8.04

12.56

18.09

24.63

32.1

740.72

   

G323/60/50

32-5

50

18.5

0.83

1.09

U

499.64

124.77

55.35

31.06

19.81

13.70

10.02

7.63

4.81

3.29

2.37

1.77

1.36

   

D

0.12

0.50

1.13

2.01

3.14

4.52

6.15

8.04

12.56

18.09

24.63

32.17

40.72

   

G255/60/50

25×5

50

22.3

0.79

1.12

U

508.22

126.89

56.27

31.56

20.12

13.90

10.16

7.72

4.86

3.31

2.37

1.77

   

D

0.16

0.54

1.44

2.57

4.02

5.79

7.88

10.29

16.08

23.16

31.55

41.18

   

G253/60/50

25×3

50

15.7

0.79

1.12

U

304.91

76.15

33.74

18.91

12.05

8.32

6.07

4.61

2.89

1.96

1.40

1.04

   

D

0.16

0.64

1.44

2.57

4.02

5.79

7.88

10.29

16.08

23.16

31.53

41.18

   

G205/60/50

20×5

50

19.0

U

325.22

81.16

35.97

20.15

12.83

8.85

6.45

4.90

3.07

2.07

1.47

   

D

0.20

0.80

1.81

3.21

5.02

7.23

9.85

12.87

20.10

28.95

39.41

   

Notae:
1. U: onus tutum et uniformiter distributum, KN/m2
2. D: maximum claudicatio correspondentes enumerantur salvum onus
3. Pondus theoreticum est pondus 1m longitudinis calidi detritum galvanized craticulae


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