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B6  重荷載鋼格板安全荷載與跨距及撓度關系表
 

型號

扁鋼尺寸

mm

橫桿間距

mm

橫桿尺寸

mm

自重

kg/m2

跨距mm

荷載及撓度

300

500

750

1000

1250

1500

1750

2000

2250

2500

2750

3000

3500

4000

4500

5000

5500

6000

W1506/40/100

150×8

100

10×10

252.8

U

27999.75

8128.26

4300.75

2040.95

1530.69

1100.35

831.61

566.75

353.72

231.99

158.37

111.75

60.20

35.18

21.87

14.26

9.66

6.75

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

C

4201.23

2041.24

1639.16

1019.43

927.37

821.16

745.52

670.43

494.42

359.08

268.40

205.35

126.77

82.31

55.14

37.48

26.40

16.76

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

W1308/40/100

130×8

100

10×10

220.1

U

18228.18

5291.56

2855.66

1328.63

996.45

716.06

541.33

368.91

230.22

150.97

103.05

72.69

39.14

22.85

14.18

9.23

6.23

4.34

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

C

2734.70

1328.57

1066.75

663.25

603.24

534.01

484.68

435.71

321.06

232.86

173.76

132.62

81.29

52.17

34.31

22.64

14.60

8.81

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

W1208/40/100

120×8

100

10×10

203.8

U

14336.22

4161.72

2245.92

1044.93

783.67

563.16

425.72

290.11

181.04

118.71

81.02

57.15

30.75

17.94

11.13

7.23

4.88

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

C

2150.88

1044.88

838.90

521.49

474.24

419.74

380.89

342.35

252.11

182.69

136.15

103.75

63.29

40.30

26.16

16.88

10.47

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

W1008/40/100

100×8

100

10×10

171.1

U

82.96.13

2408.28

1299.63

604.63

453.44

325.84

246.31

167.83

104.71

68.64

46.83

33.02

17.74

10.33

6.39

4.13

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

 

C

1244.64

604.52

485.23

301.46

274.03

242.41

219.84

197.44

145.14

104.89

77.87

59.04

35.46

21.98

13.63

8.10

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

 

W808/40/100

80×8

100

10×10

138.5

U

4246.77

1232.76

665.23

309.46

232.07

166.75

126.03

85.86

53.55

35.09

23.92

16.85

9.03

5.24

3.22

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

C

637.15

309.35

248.20

154.03

139.91

123.64

112.01

100.46

73.61

52.92

39.01

29.29

17.06

10.00

5.57

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

W758/40/100

75×8

100

10×10

130.3

U

3499.87

1015.93

548.22

255.02

191.24

137.41

103.85

70.75

44.12

28.90

19.70

13.87

7.43

4.30

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

C

524.94

254.84

204.42

126.81

115.15

101.72

92.11

82.57

60.42

43.35

31.86

23.83

13.70

7.84

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

W755/40/100

75×5

100

8×8

81.6

U

2186.54

634.19

341.89

158.65

118.79

85.14

64.17

43.48

26.84

17.33

11.58

7.94

3.91

 

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

C

328.11

159.28

127.77

79.26

71.79

63.58

57.57

51.61

37.77

27.10

19.92

14.98

8.56

 

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

W705/40/100

70×5

100

8×8

76.5

U

1777.64

515.52

277.86

134.65

96.48

69.12

52.07

35.25

21.72

13.99

9.31

6.35

3.08

 

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

C

266.75

129.47

103.84

64.38

58.44

51.60

46.70

41.84

30.56

21.87

16.02

11.92

6.74

 

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

W705/30/100

70×5

100

8×8

98.4

U

2429.88

704.71

397.87

176.23

131.93

94.54

71.24

48.25

29.75

19.18

12.97

8.74

4.27

 

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

C

266.75

129.47

103.84

64.38

58.44

51.60

46.70

41.84

30.56

21.87

16.02

11.92

6.74

 

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

W655/40/100

65×5

100

8×8

71.3

U

1423.36

412.70

222.40

103.11

77.15

55.25

41.60

28.13

17.29

11.10

7.36

4.98

2.36

 

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

C

213.55

103.63

83.09

51.48

46.71

41.22

37.28

33.37

24.33

17.35

12.65

9.35

5.17

 

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

W655/30/100

65×5

100

8×8

91.8

U

1945.38

564.10

304.01

140.97

105.50

75.26

56.90

38.49

23.69

15.22

10.11

6.87

3.28

 

 

 

 

 

D

0.25

0.56

1.53

2.25

4.12

6.14

8.60

10.00

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

C

291.90

141.66

113.60

70.41

63.89

56.39

51.02

45.69

33.34

23.81

17.39

12.90

7.21

 

 

 

 

 

D

0.20

0.45

1.22

1.80

3.20

4.90

7.07

9.50

10.00

10.00

10.00

10.00

10.00

 

 

 

 

 

 

注:表的說明如下:

1、   表中U表示安全外加均布荷載。KN/㎡;

2、   表中C表示寬度方向的安全外加線荷載。KN/㎡;

3、   表中D表示變型撓度。mm;

4、   表中實線左邊各種間距相應的撓度,在均布面荷載為5.0KN/㎡的設計荷載下,均滿足跨度的1/200或不大于10mm;

5、   表中T表示扁鋼厚度;

 

 

成年轻人电影免费无码,免费人妻无码不卡中文字幕18禁,国产在线无码精品电影网