BẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CAN

BẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CANBẢNG TÍNH MÁI CHE CẦU THANG, MÁI CHE LAN CAN

Trang 2

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Trang 3

01 2 9 4 01 2 9 4

9 %& & %( %& ( & %&

& & &

%& & %&

& & &

%& & %&

& & &

%& & %&

%& & &

%& & %&

Trang 4

DI J K L M N= OP Q> R S TI J 2? U V W X< QTY = X< Z!=T

[& ' \.]F' (/^' _.`a' \.b1' c*ad]1' ef

Trang 5

Y:-0.250

Z: 0.026

Trang 6

1.4277E+002

CBall: Max

MAX : 6022

MIN : 110001FILE: 06

UNIT: m

DATE: 07/05/2020VIEW-DIRECTIONX: 0.968

Y:-0.250

Z: 0.026

Trang 7

2.3085E+002

CBall: Max

MAX : 2068

MIN : 110069FILE: 06

UNIT: m

DATE: 07/05/2020VIEW-DIRECTIONX: 0.890

Y:-0.444

Z: 0.105

Trang 8

Y:-0.259

Z: 0.026

Trang 9

Y:-0.250

Z: 0.026

Trang 10

Y:-0.444

Z: 0.105

Trang 11

CBall: Max

MAX : 241061MIN : 890128FILE: 06

UNIT: kN/m^2DATE: 07/05/2020VIEW-DIRECTIONX: 0.958

Y:-0.284

Z: 0.052

Trang 12

FORCE-XYZMIN REACTIONNODE=110101FX: -1.4022E-001FY: -1.9005E+001FZ: 7.5837E+000FXYZ: 2.0463E+001MAX REACTIONNODE=110059FX: -1.5338E+000FY: 9.3653E+002FZ: 6.5600E+003FXYZ: 6.6265E+003

ST: SW

MAX : 110059MIN : 110101FILE: 06

UNIT: N

DATE: 07/05/2020VIEW-DIRECTIONX:-0.483

Y:-0.837

Z: 0.259

Trang 13

MOMENT-XYZMIN REACTIONNODE=120023MX: 8.2846E-001MY: -1.6184E+000MZ: 4.1893E-001MXYZ: 1.8657E+000MAX REACTIONNODE=110051MX: 3.0140E+002MY: 3.1422E+000MZ: 7.4888E+000MXYZ: 3.0151E+002

ST: SW

MAX : 110051MIN : 120023FILE: 06

UNIT: N*m

DATE: 07/05/2020VIEW-DIRECTIONX:-0.483

Y:-0.837

Z: 0.259

Trang 14

■ MEMBER NAME : Thanh dung 1_ khong mai che(110049)

2.Material

Trang 15

6.Check bearing stress of base plate

(1) Reaction Force not Exist

7.Check tension stress of anchor bolt

-1.21 -1.21

-1.30 -1.30

-1.30

-1.19-1.09

-0.98-0.87

-0.76-0.65

-0.54-0.43

-0.33-0.22-0.110.00

Trang 16

8.Check base plate

(1) Moment Diagram ( Element Force Nodal Average is not Applied )

ㆍ Moment Diagram (Mxx)

-0.861kN·m/m

-1.74

-0.38-0.34

-0.29-0.25

-0.21-0.17

-0.13-0.09

-0.05-0.010.030.46

Trang 17

ㆍ Moment Diagram (Myy)

(2) Shear Force Diagram

ㆍ Shear Force Diagram (Vxx)

-0.855kN·m/m

-1.74

-0.36-0.32

-0.28-0.24

-0.20-0.16

-0.12-0.08

-0.04-0.00

0.040.48

-216.52

-15.31-11.80

-8.29-4.78

-1.262.25

5.769.27

12.7916.3019.81233.04

Trang 18

ㆍ Shear Force Diagram (Vyy)

(3) Design Moment (Use Average)

9.Check anchor bolt (Cast-In-Place)

(1) Check Shear Strength

(2) Check Tensile Strength

-233.17

-19.85-16.55

-13.25-9.94

-6.64-3.34

-0.043.26

6.579.8713.17233.20

Trang 19

2.Material

Trang 21

(1) Tension Force not Exist

0.21

0.00

0.030.04

0.060.07

0.090.11

0.120.14

0.150.170.180.21

Trang 22

8.Check base plate

-1.428kN·m/m

-2.96

-0.67-0.61

-0.54-0.48

-0.42-0.36

-0.30-0.24

-0.17-0.11-0.050.04

Trang 23

-1.438kN·m/m

-2.95

-0.66-0.60

-0.54-0.48

-0.42-0.36

-0.30-0.23

-0.17-0.11

-0.050.03

-384.68

-23.43-18.07

-12.71-7.35

-1.993.37

8.7214.08

19.4424.8030.16384.54

Trang 24

ㆍ Tension Force is not Exist

-385.11

-30.77-25.73

-20.69-15.65

-10.62-5.58

-0.544.50

9.5414.5819.62384.58

Trang 25

■ MEMBER NAME : Thanh dung 2_khong mai che(120049)

2.Material

Trang 26

-2.21 -2.31

-1.87 -1.97

-2.31

-2.12-1.93

-1.73-1.54

-1.35-1.16

-0.96-0.77

-0.58-0.39-0.190.00

Trang 27

8.Check base plate

-1.517kN·m/m

-3.07

-0.63-0.56

-0.49-0.42

-0.35-0.29

-0.22-0.15

-0.08-0.020.050.83

Trang 28

-1.484kN·m/m

-2.98

-0.60-0.53

-0.46-0.40

-0.33-0.27

-0.20-0.13

-0.07-0.00

0.060.82

-410.76

-26.79-20.90

-15.01-9.13

-3.242.65

8.5414.43

20.3126.2032.09411.18

Trang 29

-399.13

-32.85-27.35

-21.84-16.33

-10.83-5.32

0.195.69

11.2016.7122.21349.87

Trang 30

2.Material

Trang 32

-2.30 -2.21

-1.92 -1.83

-2.30

-2.11-1.92

-1.73-1.54

-1.34-1.15

-0.96-0.77

-0.58-0.38-0.190.00

Trang 33

8.Check base plate

-1.474kN·m/m

-3.07

-0.62-0.55

-0.48-0.42

-0.35-0.28

-0.22-0.15

-0.08-0.020.050.79

Trang 34

-1.509kN·m/m

-3.07

-0.59-0.52

-0.46-0.39

-0.33-0.26

-0.20-0.13

-0.07-0.00

0.060.84

-410.00

-26.55-20.83

-15.10-9.38

-3.662.07

7.7913.51

19.2424.9630.68398.48

Trang 35

-409.84

-33.28-27.80

-22.31-16.83

-11.34-5.85

-0.375.12

10.6016.0921.58329.93

Trang 36

■ MEMBER NAME : Base Plate 1(110055)

2.Material

Trang 38

0.49

0.00

0.060.10

0.130.17

0.210.24

0.280.32

0.350.390.430.49

Trang 39

8.Check base plate

-2.694kN·m/m

-5.78

-1.26-1.15

-1.03-0.91

-0.80-0.68

-0.56-0.45

-0.33-0.21-0.100.02

Trang 40

-2.754kN·m/m

-5.72

-1.29-1.17

-1.05-0.93

-0.81-0.69

-0.57-0.46

-0.34-0.22

-0.100.02

-739.67

-52.16-41.72

-31.27-20.83

-10.380.07

10.5120.96

31.4041.8552.30736.17

Trang 41

-758.63

-51.02-41.36

-31.70-22.04

-12.38-2.72

6.9416.59

26.2535.9145.57705.65

Trang 42

2.Material

Trang 43

0.63

0.00

0.080.13

0.170.22

0.270.31

0.360.41

0.450.500.550.63

Trang 44

-3.453kN·m/m

-7.40

-1.62-1.47

-1.32-1.17

-1.02-0.87

-0.72-0.57

-0.42-0.27-0.120.02

Trang 45

-3.460kN·m/m

-7.35

-1.63-1.48

-1.33-1.18

-1.03-0.88

-0.73-0.58

-0.43-0.28

-0.130.02

-944.90

-59.08-45.97

-32.86-19.75

-6.656.46

19.5732.68

45.7858.8972.00946.03

Trang 46

-967.45

-74.81-62.53

-50.26-37.98

-25.71-13.44

-1.1611.11

23.3835.6647.93893.74

Trang 47

2.Material

Trang 48

0.63

0.00

0.080.13

0.170.22

0.270.32

0.360.41

0.460.510.550.63

Trang 49

-3.494kN·m/m

-7.50

-1.64-1.49

-1.34-1.19

-1.04-0.88

-0.73-0.58

-0.43-0.28-0.130.02

Trang 50

-3.571kN·m/m

-7.41

-1.67-1.51

-1.36-1.21

-1.05-0.90

-0.74-0.59

-0.44-0.28

-0.130.02

-959.19

-68.15-54.56

-40.97-27.37

-13.78-0.19

13.4027.00

40.5954.1867.78954.72

Trang 51

-983.77

-66.16-53.64

-41.11-28.58

-16.06-3.53

9.0021.52

34.0546.5859.10915.17

Trang 52

2.Material

Trang 53

-5.30 -5.23

-2.91 -2.85

-5.30

-4.86-4.41

-3.97-3.53

-3.09-2.65

-2.21-1.77

-1.32-0.88-0.440.00

Trang 54

8.Check base plate

-2.643kN·m/m

-5.82

-0.85-0.76

-0.66-0.56

-0.46-0.37

-0.27-0.17

-0.070.020.122.18

Trang 55

-2.659kN·m/m

-5.54

-0.84-0.75

-0.65-0.56

-0.46-0.36

-0.27-0.17

-0.080.02

0.112.13

-763.97

-52.24-42.95

-33.67-24.38

-15.10-5.81

3.4712.76

22.0431.3340.61756.69

Trang 56

-733.02

-44.71-35.69

-26.68-17.66

-8.650.36

9.3818.39

27.4136.4245.44627.73

Trang 57

2.Material

Trang 59

-6.26 -6.19

-5.69 -5.62

-6.26

-5.73-5.21

-4.69-4.17

-3.65-3.13

-2.61-2.09

-1.56-1.04-0.520.00

Trang 60

8.Check base plate

-3.120kN·m/m

-6.88

-1.25-1.11

-0.97-0.83

-0.69-0.54

-0.40-0.26

-0.120.020.172.58

Trang 61

-3.134kN·m/m

-6.56

-1.24-1.10

-0.96-0.82

-0.68-0.54

-0.40-0.26

-0.120.02

0.162.53

-902.84

-72.05-58.50

-44.96-31.42

-17.88-4.34

9.2022.75

36.2949.8363.37895.88

Trang 62

-865.94

-65.14-52.04

-38.95-25.86

-12.760.33

13.4226.52

39.6152.7065.80748.16

Trang 63

2.Material

Trang 65

0.47

0.00

0.060.09

0.130.17

0.200.24

0.270.31

0.340.380.410.47

Trang 66

-12.39 -12.39

-12.39

-11.36-10.33

-9.29-8.26

-7.23-6.20

-5.16-4.13

-3.10-2.07-1.030.00

Trang 67

8.Check base plate

2.403kN·m/m

-2.49

-0.55-0.43

-0.32-0.20

-0.090.03

0.140.26

0.370.490.603.94

Trang 68

2.286kN·m/m

-2.49

-0.70-0.57

-0.45-0.33

-0.20-0.08

0.050.17

0.300.42

0.553.98

-518.46

-42.13-32.90

-23.68-14.45

-5.224.01

13.2422.46

31.6940.9250.15519.62

Trang 69

-450.17

-45.40-36.81

-28.22-19.63

-11.04-2.44

6.1514.74

23.3331.9340.52506.80

Trang 70

2.Material

Trang 72

0.15

0.00

0.020.03

0.040.05

0.060.08

0.090.10

0.110.120.130.15

Trang 73

-0.13 -0.78

-0.10 -0.75

-0.78

-0.72-0.65

-0.59-0.52

-0.46-0.39

-0.33-0.26

-0.20-0.13-0.070.00

Trang 74

8.Check base plate

-0.442kN·m/m

-0.93

-0.19-0.17

-0.15-0.13

-0.10-0.08

-0.06-0.04

-0.020.000.030.29

Trang 75

-0.442kN·m/m

-0.90

-0.19-0.17

-0.15-0.13

-0.11-0.08

-0.06-0.04

-0.020.00

0.020.30

-122.98

-7.91-6.22

-4.52-2.83

-1.130.56

2.263.96

5.657.359.04123.10

Trang 76

-101.35

-9.59-7.97

-6.35-4.73

-3.11-1.49

0.131.75

3.374.996.61119.32

Trang 77

2.Material

Trang 79

0.15

0.00

0.020.03

0.040.05

0.060.07

0.090.10

0.110.120.130.15

Trang 80

-0.16 -0.91

-0.14 -0.89

-0.91

-0.83-0.75

-0.68-0.60

-0.53-0.45

-0.38-0.30

-0.23-0.15-0.080.00

Trang 81

8.Check base plate

-0.513kN·m/m

-1.08

-0.21-0.19

-0.16-0.14

-0.11-0.09

-0.06-0.04

-0.020.010.030.34

Trang 82

-0.512kN·m/m

-1.06

-0.21-0.19

-0.16-0.14

-0.11-0.09

-0.07-0.04

-0.020.01

0.030.34

-142.38

-8.61-6.73

-4.85-2.97

-1.090.80

2.684.56

6.448.3210.20142.52

Trang 83

-117.43

-10.84-9.02

-7.21-5.39

-3.58-1.76

0.051.87

3.685.507.31139.74

Trang 85

ĐẶT TÊN ĐỐI TƯỢNG

THANH ĐỨNG 1, 2, COLUMN 1, 2 (CÙNG TIẾT DIỆN)

THANH ĐỨNG 1 (2)_KHÔNG MÁI CHE

70x80x3x3mm

Trang 86

(Rolled : Level 2_ngang).

Member Length : 0.30000

Depth 0.02000 Web Thick 0.00300 Flg Width 0.05000 Top F Thick 0.00300 Web Center 0.04700 Bot.F Thick 0.00300

Area 0.00038 Asz 0.00012 Qyb 0.00024 Qzb 0.00048 Iyy 0.00000 Izz 0.00000 Ybar 0.02500 Zbar 0.01000 Syy 0.00000 Szz 0.00000

ry 0.00778 rz 0.01684

2 Member Forces

Axial Force Fxx = -328.13 (LCB: 6, POS:I)

Bending Moments My = -110.45, Mz = -151.59

End Moments Myi = -110.44, Myj = 12.9378 (for Lb)

Myi = -110.44, Myj = 12.9378 (for Ly)Mzi = -151.58, Mzj = -1.4154 (for Lz)Shear Forces Fyy = -500.55 (LCB: 6, POS:1/2)

Fzz = -416.80 (LCB: 6, POS:I)

3 Design Parameters

Unbraced Lengths Ly = 0.30000, Lz = 0.30000, Lb = 0.00000

Effective Length Factors Ky = 1.00, Kz = 1.00

Moment Factor / Bending Coefficient

Trang 87

(Rolled : Thanh dung 1).

Member Length : 3.00973

Depth 0.10000 Web Thick 0.00300 Flg Width 0.07000 Top F Thick 0.00300 Web Center 0.06700 Bot.F Thick 0.00300

Area 0.00098 Asz 0.00060 Qyb 0.00280 Qzb 0.00219 Iyy 0.00000 Izz 0.00000 Ybar 0.03500 Zbar 0.05000 Syy 0.00003 Szz 0.00002

ry 0.03777 rz 0.02860

2 Member Forces

Axial Force Fxx = -27064 (LCB: 6, POS:J)

Bending Moments My = 1533.82, Mz = 8.31217

End Moments Myi = -352.01, Myj = 1498.66 (for Lb)

Myi = -352.01, Myj = 1498.66 (for Ly)Mzi = -22.773, Mzj = 7.63912 (for Lz)Shear Forces Fyy = -217.92 (LCB: 7, POS:I)

Fzz = -645.11 (LCB: 6, POS:J)

3 Design Parameters

Unbraced Lengths Ly = 3.00973, Lz = 3.00973, Lb = 3.00973

Effective Length Factors Ky = 1.00, Kz = 1.00

Moment Factor / Bending Coefficient

-233.17

-19.85-16.55... mai che( 110069)

2.Material

Trang 21

7.Check... Diagram (Vyy)

-399.13

-32.85-27.35

Định dạng
Số trang	100
Dung lượng	9,06 MB