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
