staad-pro-v8i手册

STAAD.专业版手册

staad-pro-v8i.pdf (mubanmao.top)

STAAD.Pro

1 Plane Truss: Support Reactions Due to a Joint Load 1

2 Natural Frequency Calculation 5

3 Deflection and Moments for a Plate-Bending Finite Element 9

4 Support Reactions for a Simple Frame 15

5 Deflection and stress for a simple beam 21

6 Plane Frame with no Sidesway 27

7 Plane Truss Joint Deflection 33

8 Unequal Plane frame with Sidesway 39

9 Multiple level plane frame with horizontal loads 45

10 Forces in a Space Frame 51

11 Temperature load in different materials 57

12 Deflection and stress of a truss system 63

13 Steel Design per 1989 AISC Code 69

14 Concrete Design per ACI 318 Code 81

15 Natural Modes of a Simple Beam 87

16 Natural Frequencies of a Circular Plate 95

17 Natural Frequencies of a Rectangular Plate 103

18 Natural Modes of a Framework 111

19 Response of a Simply Supported Beam to a Shock Spectrum 121

20 Thermal Loading on a Simply Supported Rectangular Plate 129

21 Deflection Calculation Through Pushover Analysis 143

22 Fixed – Fixed Beam Excited by Harmonic Distributed Load 153

1 Plane Truss: Support Reactions Due to a Joint

346, problem 3.

1. STAAD TRUSS :A PLANE TRUSS

2. * FILE: VER01.STD

4. * REFERENCE `STRENGTH OF MATERIALS' PART-1 BY S. TIMOSHENKO

5. * PAGE 346 PROBLEM NO. 3. THE ANSWER IS REACTION = 0.877P.

6. * THEREFORE IF P=10, REACTION = 8.77

8. UNITS INCH KIP

9. JOINT COORD

10. 1 0. 0. ; 2 150. 100. ; 3 150. 50. ; 4 300. 0.

11. MEMBER INCI

12. 1 1 2 ; 2 1 3 ; 3 2 3 ; 4 2 4 ; 5 3 4

13. MEMB PROP

14. 1 4 PRIS AX 5.0 ; 2 5 PRIS AX 3.0 ; 3 PRIS AX 2

15. CONSTANT ; E 30000. ALL

16. SUPPORT ; 1 4 PINNED

17. LOADING 1

18. JOINT LOAD ; 2 FY -10.

19. PERFORM ANALYSIS

20. PRINT REACTION

1 1 8.77 5.00 0.00 0.00 0.00 0.00

4 1 -8.77 5.00 0.00 0.00 0.00 0.00

21. FINISH

2— STAAD.Pro

1 Plane Truss: Support Reactions Due to a Joint Load

1 Plane Truss: Support Reactions Due to a Joint Load

11/20/2009 0x5100 00368640 STO_ASChMSections.mdb

04/19/2007 0x7480 00223232 uscoldformedsections.mdb

10/31/2007 0x3700 00133120 VenezuelanSections.mdb

4 — STAAD.Pro

1 Plane Truss: Support Reactions Due to a Joint Load

2 Natural Frequency Calculation

1. STAAD PLANE :NATURAL FREQUENCY OF A BEAM SUPPORTED ON TWO SPRINGS

2. * FILE: VER02.STD

4. * REFERENCE: TIMOSHENKO,YOUNG,WEAVER, "VIBRATION PROBLEMS IN

5. * ENGINEERING", 4TH EDITION, JOHN WILEY & SONS,

6. * NEW YORK, 1974, PAGE 11, PROB 1.1-3

7. * THE ANSWER IN THE BOOK IS T = 0.533 SEC., VIZ., F = 1.876 CPS

9. UNIT POUND FEET

10. JOINT COORD ; 1 0. 0. ; 2 7. 0. ; 3 10. 0.

11. MEMB INCI ; 1 1 2 2

12. UNIT INCH

13. SUPPORT

14. 1 3 FIXED BUT MZ KFY 300.

15. MEMB PROP ; 1 2 PRIS AX 1. IZ 1.

16. CONSTANT ; E 30E6 ALL

17. CUT OFF MODE SHAPE 1

18. LOADING 1 1000 LB LOAD AT JOINT 2

19. JOINT LOAD ; 2 FY -1000.

20. MODAL CALCULATION

21. PERFORM ANALYS

1 1.876 0.53317 2.047E-16

1 0.000000E+00 9.999999E+02 0.000000E+00 9.999999E+02

1 0.00100.00 0.00 0.000 100.000 0.000

22. FINISH

6— STAAD.Pro

2 Natural Frequency Calculation

2 Natural Frequency Calculation

8— STAAD.Pro

2 Natural Frequency Calculation

3 Deflection and Moments for a Plate-Bending

10 — STAAD.Pro

3 Deflection and Moments for a Plate-Bending Finite Element

1. STAAD SPACE FINITE ELEMENT VERIFICATION

3. * FILE : VER03.STD

5. * DEFLECTION OF A CANTILEVER PLATE UNDER UNIFORM PRESSURE.

6. * COMPARISON WITH ESTABLISHED FORMULA (WL^3/8EI)

8. UNIT KNS MMS

9. JOINT COORDINATES

10. 1 0 0 0 7 300 0 0

11. REPEAT 2 0 50 0

13. ELEMENT INCIDENCE

14. 1 1 2 9 8 TO 6

15. REPEAT 1 6 7

17. ELEMENT PROP

18. 1 TO 12 THICK 25.0

20. CONSTANT

21. E 210.0 ALL

22. POISSON STEEL ALL

24. SUPPORT

25. 1 8 15 FIXED

27. UNIT NEWTON

28. LOAD 1 5N/SQ.MM. UNIFORM LOAD

29. ELEMENT LOAD

30. 1 TO 12 PRESSURE 5.0

32. PERFORM ANALYSIS

34. PRINT DISPLACEMENT LIST 14

14 1 0.0000 0.0000 1.8159 0.0000 -0.0813 0.0000

36. UNIT KN METER

37. PRINT REACTION

3 Deflection and Moments for a Plate-Bending Finite Element

38. FINISH

STAAD.专业版

1平面特拉斯：由于联合荷载引起的支撑反作用力1

2固有频率计算5

3板弯曲有限元的挠度和力矩9

4简单框架的支撑反作用力15

5简支梁的挠度和应力21

6无侧移的平面框架27

7平面特拉斯节点挠度33

8不等边平面框架39

9带水平荷载的多层平面框架45

空间框架中的10个力51

11不同材料的温度载荷57

12特拉斯系统的挠度和应力63

13钢设计符合1989年AISC规范69

14混凝土设计符合ACI 318规范81

15简支梁的自然模式87

16圆板的固有频率95

17矩形板的固有频率103

18框架的自然模式111

19简支梁对冲击谱的响应121

20简支矩形板上的热载荷129

21通过Pushover分析计算挠度143

22由谐波分布负载激励的固定梁153

1平面特拉斯：由接头引起的支承反力