SAP2000楼梯计算书

Table: Program Control

ProgramName Version CurrUnits

SAP2000 12.0.1 KN, m, C

Table: Loading

Table:Loading

DL(stair)=3.0KN/m2

LL(stair)=5.0KN/m2

DL(slap)= Self Weight+(50mm slap+C.R.G. Weight+pavement)=10.25 KN/m2

LL(slap)=3.0KN/m2

Steel grade-S235JO

Table: Material Properties 03a - Steel Data

Table: Material Properties 03a - Steel Data

Material Fy Fu

KN/m2KN/m2

S235 235000.00360000.00

Table: Load Case Definitions

Table: Load Case Definitions

Case Type DesignType RunCase

DEAD LinStatic DEAD Yes

MODAL LinModal OTHER Yes

LIVE LinStatic LIVE Yes

Table: Combination Definitions

Table: Combination Definitions

ComboName ComboType CaseType CaseName ScaleFactor SteelDesign

COMB1 Linear Add Linear Static DEAD 1.000000Yes

COMB1 Linear Static LIVE 1.000000

COMB2 Linear Add Linear Static DEAD 1.350000Yes

COMB2 Linear Static LIVE 1.500000

Table: Frame Section Properties 01 - General, Part 1 of 3

Table: Frame Section Properties 01 - General, Part 1 of 3

SectionName Material Shape t3t2tf tw

m m m m UC203X203X46 S235 I/Wide Flange 0.2032000.2036000.0110000.007200 EA60X60X6 S235 Angle 0.0600000.0600000.0060000.006000 C152X76X17.88 S235 Channel 0.1524000.0762000.0093000.0000 C102X51X10.42 S235 Channel 0.1016000.0508000.0079000.006100Table: Frame Section Properties 01 - General, Part 2 of 3

Table: Frame Section Properties 01 - General, Part 2 of 3

SectionName t2b tfb Area TorsConst I33I22AS2

m m m2m4m4m4m2 UC203X203X46 0.2036000.0110000.005870 2.220E-070.0000460.0000150.001463 EA60X60X6 0.0007008.0E-09 2.260E-07 2.260E-070.000360 C152X76X17.88 0.002274 4.906E-088.544E-06 1.339E-060.000975 C102X51X10.42 0.001326 2.126E-08 2.087E-06 3.325E-070.000620

Table: Frame Section Properties 01 - General, Part 3 of 3

Table: Frame Section Properties 01 - General, Part 3 of 3

SectionName AS3S33S22Z33Z22R33R22

m2m3m3m3m3m m UC203X203X46 0.0037330.0004500.0001520.0004970.0002310.0882150.051353 EA60X60X6 0.0003607.533E-067.533E-069.824E-069.824E-060.0179680.017968 C152X76X17.88 0.0014170.0001120.0000260.0001300.0000470.0613000.024267 C102X51X10.42 0.0008030.0000419.716E-060.0000490.0000180.0396720.015835

Table: Frame Loads - Distributed

Table: Frame Loads - Distributed

Frame LoadPat CoordSys AbsDistA AbsDistB FOverLA FOverLB

m m KN/m KN/m

1 DEAD GLOBAL 0.00000 1.265000.690.69

1 LIVE GLOBAL 0.00000 1.26500 1.15 1.15

2 DEAD GLOBAL 0.00000 1.265000.690.69

2 LIVE GLOBAL 0.00000 1.26500 1.15 1.15

5 DEAD GLOBAL 0.00000 1.265000.690.69

5 LIVE GLOBAL 0.00000 1.26500 1.15 1.15

6 DEAD GLOBAL 0.00000 1.265000.690.69

6 LIVE GLOBAL 0.00000 1.26500 1.15 1.15

7 DEAD GLOBAL 0.00000 1.000000.690.69

7 LIVE GLOBAL 0.00000 1.00000 1.15 1.15

9 DEAD GLOBAL 0.00000 1.000000.690.69

9 LIVE GLOBAL 0.00000 1.00000 1.15 1.15

10 DEAD GLOBAL 0.00000 1.000000.690.69

10 LIVE GLOBAL 0.00000 1.00000 1.15 1.15

11 DEAD GLOBAL 0.00000 1.000000.690.69

11 LIVE GLOBAL 0.00000 1.00000 1.15 1.15

13 DEAD GLOBAL 0.00000 1.000000.690.69

13 LIVE GLOBAL 0.00000 1.00000 1.15 1.15

14 DEAD GLOBAL 0.00000 1.340000.690.69

14 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

15 DEAD GLOBAL 0.00000 1.340000.690.69

15 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

16 DEAD GLOBAL 0.00000 1.340000.690.69

16 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

18 DEAD GLOBAL 0.00000 1.340000.690.69

18 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

19 DEAD GLOBAL 0.00000 1.340000.690.69

19 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

20 DEAD GLOBAL 0.00000 1.340000.690.69

20 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

29 DEAD GLOBAL 0.00000 1.340000.420.42

29 LIVE GLOBAL 0.00000 1.340000.700.70

21 DEAD GLOBAL 0.00000 1.340000.420.42

21 LIVE GLOBAL 0.00000 1.340000.700.70

30 DEAD GLOBAL 0.00000 1.340000.690.69

30 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

31 DEAD GLOBAL 0.00000 1.340000.690.69

31 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

32 DEAD GLOBAL 0.00000 1.340000.690.69

32 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

33 DEAD GLOBAL 0.00000 1.340000.690.69

33 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

34 DEAD GLOBAL 0.00000 1.340000.690.69

34 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

36 DEAD GLOBAL 0.00000 1.340000.690.69

36 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

39 DEAD GLOBAL 0.00000 1.340000.690.69

39 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

40 DEAD GLOBAL 0.00000 1.340000.690.69

40 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

41 DEAD GLOBAL 0.00000 1.340000.690.69

41 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

42 DEAD GLOBAL 0.00000 1.340000.690.69

42 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

43 DEAD GLOBAL 0.00000 1.340000.690.69

43 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

44 DEAD GLOBAL 0.00000 1.340000.690.69Table: Frame Loads - Distributed

Frame LoadPat CoordSys AbsDistA AbsDistB FOverLA FOverLB

m m KN/m KN/m

44 LIVE GLOBAL 0.00000 1.34000 1.15 1.15

44 LIVE GLOBAL 0.00000 3.52500 2.20 2.20

44 DEAD GLOBAL 0.00000 3.52500 1.93 1.93

28 DEAD GLOBAL 0.00000 1.000000.420.42

28 LIVE GLOBAL 0.00000 1.000000.700.70

23 LIVE GLOBAL 0.000000.45000 1.41 1.41

23 DEAD GLOBAL 0.000000.450000.840.84

46 DEAD GLOBAL 0.00000 3.52500 2.37 2.37

46 LIVE GLOBAL 0.00000 3.52500 2.71 2.71

45 DEAD GLOBAL 0.00000 4.57500 3.65 3.65

45 LIVE GLOBAL 0.00000 4.57500 4.17 4.17

22 DEAD GLOBAL 0.00000 1.000000.420.42

22 LIVE GLOBAL 0.00000 1.000000.700.70

24 LIVE GLOBAL 0.00000 1.00000 1.41 1.41

24 DEAD GLOBAL 0.00000 1.000000.840.84

26 LIVE GLOBAL 0.00000 1.00000 1.41 1.41

26 DEAD GLOBAL 0.00000 1.000000.840.84

25 LIVE GLOBAL 0.000000.44000 1.41 1.41

25 DEAD GLOBAL 0.000000.440000.840.84

27 LIVE GLOBAL 0.000000.45000 1.41 1.41

27 DEAD GLOBAL 0.000000.450000.840.84

Table: Joint Reactions

Table: Joint Reactions

Joint OutputCase CaseType F1F2F3M1M2M3

KN KN KN KN-m KN-m KN-m

1 COMB1 Combination0.088-0.51113.1730.00000.00000.0000

1 COMB

2 Combination0.126-0.70818.90.00000.00000.0000

2 COMB1 Combination0.022-11.69823.7590.00000.00000.0000

2 COMB2 Combination0.031-16.70334.0010.00000.00000.0000

22 COMB1 Combination 2.7000.147 4.334-0.440.0000 1.4759

22 COMB2 Combination 3.8580.195 6.238-1.28560.0000 2.1126

35 COMB1 Combination 4.087 2.49111.594-3.44690.0000 3.4269

35 COMB2 Combination 5.843 3.56516.657-4.95580.0000 4.9034

43 COMB1 Combination-5.106 2.48.0470.71150.0000 3.9905

43 COMB2 Combination-7.298 3.56012.981 1.02320.0000 5.7075

69 COMB1 Combination-0.918 3.02334.126 3.65350.0000 4.0835

69 COMB2 Combination-1.314 4.30748.832 5.25210.0000 5.8253

71 COMB1 Combination0.0000.42218.4100.00000.00000.0000

71 COMB2 Combination0.0000.60026.2780.00000.00000.0000

73 COMB1 Combination-0.873 3.16523.033-0.03450.0000 2.3755

73 COMB2 Combination-1.246 4.51132.885-0.04930.0000 3.3849

75 COMB1 Combination0.0000.47317.8720.00000.00000.0000

75 COMB2 Combination0.0000.67325.5010.00000.00000.0000

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 1 of 2

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 1 of 2

Frame DesignSect DesignType Combo Location Pu MuMajor MuMinor

m KN KN-m KN-m

45 UC203X203X46Beam COMB2 2.695-10.57424.40250.1276

44 UC203X203X46Beam COMB2 1.34-7.13941.2851-2.578

46 UC203X203X46Beam COMB2 1.34 1.24636.9946-2.6593

36 EA60X60X6 Beam COMB2 0.333 1.57E-030.544501 EA60X60X6 Beam COMB

2 0.7650.1560.2762-0.0245

33 EA60X60X6 Beam COMB2 0.3330.0380.54450

32 EA60X60X6 Beam COMB2 0.3330.2270.54450

31 EA60X60X6 Beam COMB2 0.333-0.380.54450

2 EA60X60X6 Beam COMB2 0.765-0.0230.274-0.0262

30 EA60X60X6 Beam COMB2 0.333-4.8440.54450

20 EA60X60X6 Beam COMB2 0.333 6.2780.54450

16 EA60X60X6 Beam COMB2 0.333-0.230.54450

18 EA60X60X6 Beam COMB2 0.333-0.180.54450

6 EA60X60X6 Beam COMB2 0.765-0.110.2477-0.0212

5 EA60X60X

6 Beam COMB2 0.7650.0150.2698-0.0287

39 EA60X60X6 Beam COMB2 0.3330.0140.54450

15 EA60X60X6 Beam COMB2 0.333-2.3850.54450

13 EA60X60X6 Beam COMB2 0.5 1.5220.34120

11 EA60X60X6 Beam COMB2 0.50.0580.34120

10 EA60X60X6 Beam COMB2 0.5-0.0570.34120

9 EA60X60X6 Beam COMB2 0.50.0240.34120

7 EA60X60X6 Beam COMB2 0.5-0.1150.34120

19 EA60X60X6 Beam COMB2 0.3330.5320.54450

23 EA60X60X6 Beam COMB2 0.45-0.09 6.04E-170

40 EA60X60X6 Beam COMB2 0.333-0.0610.54450

41 EA60X60X6 Beam COMB2 0.333-0.3470.54450

42 EA60X60X6 Beam COMB2 0.3330.6340.54450

43 EA60X60X6 Beam COMB2 0.3337.4710.54450

27 EA60X60X6 Beam COMB2 0.45-0.096-7.91E-170

25 EA60X60X6 Beam COMB2 0.44-0.093 3.75E-170

26 EA60X60X6 Beam COMB2 0.50.1210.78457.12E-04

24 EA60X60X6 Beam COMB2 0.5-0.0270.78458.70E-04

34 EA60X60X6 Beam COMB2 0.333-9.43E-030.54450

17 C152X76X17.88Brace COMB2 1.70423 2.801-1.273-3.7472

3 C152X76X17.88Column COMB2 0.66667-18.741-0.472-0.0838

8 C152X76X17.88Brace COMB2 1.13615-5.2-5.63290.1024

35 C152X76X17.88Brace COMB2 3.40846 6.138-5.1972-3.2495

14 C152X76X17.88Beam COMB2 00.603-1.24970.3773

4 C152X76X17.88Column COMB2 0.66667-33.844-11.1352-0.0207

38 C152X76X17.88Column COMB2 0-1.834-13.7033-2.0748

12 C152X76X17.88Brace COMB2 1.13615-29.734-14.16220.1227

37 C152X76X17.88Brace COMB2 1.13615 6.26 5.94750.5654

29 C152X76X17.88Beam COMB2 0-1.133-2.1986 2.6658

21 C152X76X17.88Beam COMB2 0-0.09-1.6378 2.6659

28 C152X76X17.88Beam COMB2 1 2.009-7.9705 2.203

22 C152X76X17.88Beam COMB2 00-0.24850.0112

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 2 of 2

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 2 of 2 Frame VuMajor VuMinor TotalRatio PRatio MMajRatio MMinRatio Length WarnMsg KN KN m45 -0.206-0.1610.2923440.0147860.2749710.002587 4.575No Messages 44 -26.09 4.3070.4668840.0065520.4080010.052332 3.525No Messages 46 -22.331 4.5110.4196790.0009930.38170.053869 3.525No Messages 36 0.6100.33834800.3383380 1.34No Messages 1 -0.13-0.0490.1878480.0010460.1716010.015201 1.265No Messages 33 0.6100.3385910.0002530.3383380 1.34No Messages 32 0.6100.3398570.0015190.3383380 1.34No Messages 31 0.6100.3463690.0063520.3400180 1.34No Messages 2 -0.134-0.0520.1868680.0002740.1702860.016308 1.265No Messages 30 0.6100.4406020.0808760.3597260 1.34No Messages 20 0.6100.3803180.0419810.3383380 1.34No Messages 16 0.6100.3431840.0038320.3393510 1.34No Messages 18 0.6100.3421350.0030030.3391320 1.34No Messages 6 -0.187-0.0420.1685860.0012870.1540720.013227 1.265No Messages 5 -0.143-0.0570.18553700.1676270.017813 1.265No Messages 39 0.6100.3384300.3383380 1.34No Messages 15 0.6100.3886940.0398240.348870 1.34No Messages 13 -1.67E-1600.2221550.0101760.21197901No Messages 11 -1.67E-1600.2123670.0003880.21197901No Messages 10 -1.67E-1600.2127540.0006750.21207901No Messages 9 -1.67E-1600.2121360.0001570.21197901No Messages 7 -1.67E-1600.2135310.0013510.2121801No Messages 19 0.6100.34160.0035580.3383380 1.34No Messages 23 0.74700.000680.00068000.45No Messages

40 0.6100.3396220.0010150.3386060 1.34No Messages

41 0.6100.3456540.0057860.3398680 1.34No Messages

42 0.6100.3425780.0042410.3383380 1.34No Messages

43 0.6100.3882960.0499580.3383380 1.34No Messages 27 0.74700.0007280.000728000.45No Messages

25 0.73100.0007020.000702000.44No Messages

26 0.739 1.42E-030.4887280.0008060.4874790.0004431No Messages 24 -0.739-1.74E-030.4884520.0003220.48750.0005411No Messages 34 0.6100.3385370.0001580.3383790 1.34No Messages 17 3.8658.4760.4283460.0057660.0485010.374079 1.70423No Messages 3 0.7080.1260.0683250.0404880.0197060.0081320.66667No Messages 8 -6.3120.0490.2560060.0107050.2351650.010136 2.55635No Messages 35 8.478.4520.5447530.0126360.2065580.325558 3.40846No Messages 14 -1.4650.1950.09710.0012410.0511740.037556 1.34No Messages 4 16.7030.0310.5399630.0731150.4880.0019680.66667No Messages 38 -15.758-1.0850.79410.0158790.5681580.2059042No Messages 12 -12.2240.1080.62910.0612150.591250.011826 4.26058No Messages 37 -1.0190.7260.3071730.0128880.2376290.056656 3.40846No Messages 29 -6.905 3.560.3591910.0023320.0917870.265072 1.34No Messages 21 -4.3 3.5650.3338760.0001860.0683740.265316 1.34No Messages 28 9.742-4.4170.553040.0041370.3293020.2196011No Messages 22 -1.3040.0450.0114900.0103730.0011171No Messages

Table: Frame Loads - Distributed

Frame LoadPat CoordSys AbsDistA AbsDistB FOverLA FOverLB

m m KN/m KN/m

1 LIVE GLOBAL 0.00000 1.45000 1.04 1.04

1 DEAD GLOBAL 0.00000 1.45000 2.67 2.67

8 LIVE GLOBAL 0.00000 1.45000 1.04 1.04

8 DEAD GLOBAL 0.00000 1.45000 2.67 2.67

2 DEAD GLOBAL 0.00000 1.45000 5.3

3 5.33

2 LIVE GLOBAL 0.00000 1.45000 2.08 2.08

3 DEAD GLOBAL 0.00000 1.45000 5.33 5.33

3 LIVE GLOBAL 0.00000 1.45000 2.08 2.08

6 DEAD GLOBAL 0.00000 1.45000 5.33 5.33

6 LIVE GLOBAL 0.00000 1.45000 2.08 2.08

7 DEAD GLOBAL 0.00000 1.45000 5.33 5.33

7 LIVE GLOBAL 0.00000 1.45000 2.08 2.08

Table: Joint Reactions

Table: Joint Reactions

Joint OutputCase CaseType F1F2F3M1M2M3

KN KN KN KN-m KN-m KN-m

3 COMB1 Combination-1.254E-160.000 3.9590.00000.0000 1.119E-17

3 COMB2 Combination-1.745E-160.000 5.5060.00000.0000 1.557E-17

4 COMB1 Combination8.690E-170.000 3.9590.00000.0000 3.496E-18

4 COMB2 Combination 1.209E-160.000 5.5060.00000.0000 4.862E-18

7 COMB1 Combination-1.524E-160.000 6.2930.00000.0000 1.036E-17

7 COMB2 Combination-2.121E-160.0008.7550.00000.0000 1.442E-17

8 COMB1 Combination 1.881E-160.000 6.2930.00000.0000-3.291E-18

8 COMB2 Combination 2.617E-160.0008.7550.00000.0000-4.579E-18

11 COMB1 Combination-2.665E-160.0007.0730.00000.00000.0000

11 COMB2 Combination-3.707E-160.0009.8390.00000.00000.0000

12 COMB1 Combination 2.722E-160.0007.0730.00000.00000.0000

12 COMB2 Combination 3.787E-160.0009.8390.00000.00000.0000

15 COMB1 Combination-1.524E-160.000 6.2930.00000.0000-1.036E-17

15 COMB2 Combination-2.121E-160.0008.7550.00000.0000-1.442E-17

16 COMB1 Combination 1.881E-160.000 6.2930.00000.0000 3.291E-18

16 COMB2 Combination 2.617E-160.0008.7550.00000.0000 4.579E-18

19 COMB1 Combination-1.254E-160.000 3.9590.00000.0000-1.119E-17

19 COMB2 Combination-1.745E-160.000 5.5060.00000.0000-1.557E-17

20 COMB1 Combination8.690E-170.000 3.9590.00000.0000-3.496E-18

20 COMB2 Combination 1.209E-160.000 5.5060.00000.0000-4.862E-18

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 1 of 3

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 1 of 2

Frame DesignSect DesignType Combo Location Pu MuMajor MuMinor

m KN KN-m KN-m

1 C102X51X10.42Beam COMB

2 0.9666707.59E-17 1.2387

8 C102X51X10.42Beam COMB2 0.483330-1.2387-1.52E-16

5 C102X51X10.42Beam COMB2 1.30-0.6975-2.73E-17

4 C102X51X10.42Beam COMB2 1.300.697

5 5.99E-17

2 C102X51X10.42Beam COMB2 0.966670 1.50E-16 2.442

3 C102X51X10.42Beam COMB2 0.966670 1.50E-16 2.4426 C102X51X10.42Beam COMB2 0.966670 1.50E-16 2.442

7 C102X51X10.42Beam COMB2 0.966670 1.50E-16 2.442

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 2 of 3

Table: Steel Design 2 - PMM Details - EUROCODE 3-1993, Part 2 of 2 Frame VuMajor VuMinor TotalRatio PRatio MMajRatio MMinRatio Length WarnMsg KN KN m

1 7.85E-17 1.2810.330248000.330248 1.45No Messages

8 1.281 1.57E-160.14113400.1411340 1.45No Messages

5 4.919 1.E-160.07947300.0794730 2.6No Messages

4 -4.919-4.17E-160.07947300.0794730 2.6No Messages

2 1.55E-16 2.5260.651071000.651071 1.45No Messages

3 1.55E-16 2.5260.651071000.651071 1.45No Messages

6 1.55E-16 2.5260.651071000.651071 1.45No Messages

7 1.55E-16 2.5260.651071000.651071 1.45No Messages

Page 19 of 19