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

STAAD.Pro 2007

1. Tutorial Problem 1: 2D Portal Frame 1-1

1.1 Methods of creating the model 1-2

1.2 Description of the tutorial problem 1-3

1.3 Starting the program 1-5

1.4 Creating a new structure 1-9

1.5 Creating the model using the Graphical Interface 1-12

1.5.1 Generating the model geometry 1-15

1.5.2 Switching on node and beam labels 1-23

1.5.3 Specifying member properties 1-26

1.5.4 Specifying material constants 1-32

1.5.5 Changing the input units of length 1-33

1.5.6 Specifying member offsets 1-35

1.5.7 Printing member information in the output file 1-40

1.5.8 Specifying supports 1-43

1.5.9 Viewing the model in 3D 1-48

1.5.10 Specifying loads 1-50

1.5.11 Specifying the analysis type 1-60

1.5.12 Specifying post-analysis print commands 1-62

1.5.13 Short-listing the load cases to be used in

1.5.14 Specifying steel design parameters 1-68

1.5.15 Re-specifying the analysis command 1-74

1.5.16 Re-specifying the track parameter 1-75

1.5.17 Specifying the check code command 1-76

1.6 Viewing the input command file 1-79

1.7 Creating the model using the command file 1-82

1.8 Performing analysis/design 1-91

1.9 Viewing the output file 1-93

1.10 Post-Processing 1-101

1.10.1 Going to the post-processing mode 1-102

1.10.2 Annotating the displacements 1-105

1.10.3 Displaying force/moment diagrams 1-110

1.10.4 Annotating the force/moment diagram 1-112

1.10.5 Changing the degree of freedom for which

1.10.6 Displaying the dimensions of the members 1-118

2. Tutorial Problem 2: RC Framed Structure 2-1

2.1 Methods of creating the model 2-2

2.2 Description of the tutorial problem 2-3

2.3 Starting the program 2-6

2.4 Creating a new structure 2-10

2.5 Elements of the STAAD.Pro screen 2-13

2.6 Building the STAAD.Pro model 2-14

2.6.1 Generating the model geometry 2-15

2.6.2 Changing the input units of length 2-28

2.6.3 Specifying member properties 2-30

2.6.4 Specifying geometric constants 2-36

2.6.5 Specifying material constants 2-39

2.6.6 Specifying supports 2-42

2.6.7 Specifying loads 2-47

2.6.8 Specifying the analysis type 2-64

2.6.9 Short-listing the load cases to be used in concrete design 2-66

2.6.10 Specifying concrete design parameters 2-68

2.6.11 Specifying design commands 2-72

2.7 Viewing the input command file 2-75

2.8 Creating the model using the command file 2-78

2.9 Performing the analysis and design 2-86

2.10 Viewing the output file 2-88

2.11 Post-Processing 2-96

2.11.1 Going to the post-processing mode 2-97

2.11.2 Viewing the deflection diagram 2-99

2.11.3 Switching between load cases for viewing the

2.11.4 Changing the size of the deflection diagram 2-105

2.11.5 Annotating displacements 2-108

2.11.6 Changing the units in which displacement values are

2.11.7 The node displacement table 2-114

2.11.8 Displaying force/moment diagrams 2-119

2.11.9 Switching between load cases for viewing the

2.11.10 Changing the size of the force/moment diagram 2-126

2.11.11 Changing the degree of freedom for which forces diagram

2.11.12 Annotating the force/moment diagram 2-131

2.11.13 Changing the units in which force/moment values

2.11.14 The beam forces table 2-137

2.11.15 Viewing the force/moment diagrams from the

2.11.16 Restricting the load cases for which results are viewed 2-145

2.11.17 Using member query 2-147

2.11.18 Producing an on-screen report 2-152

2.11.19 Taking pictures 2-155

2.11.20 Creating customized reports 2-157

3. Tutorial Problem 3: Analysis of a slab 3-1

3.1 Methods of creating the model 3-2

3.2 Description of the tutorial problem 3-3

3.3 Starting the program 3-6

3.4 Creating a new structure 3-10

3.5 Elements of the STAAD.Pro screen 3-13

3.6 Building the STAAD.Pro model 3-14

3.6.1 Generating the model geometry 3-15

3.6.2 Changing the input units of length 3-52

3.6.3 Specifying element properties 3-54

3.6.4 Specifying material constants 3-60

3.6.5 Specifying supports 3-61

3.6.6 Specifying primary load cases 3-66

3.6.7 Creating load combinations 3-76

3.6.8 Specifying the analysis type 3-81

3.6.9 Specifying post-analysis print commands 3-84

3.7 Viewing the input command file 3-88

3.8 Creating the model using the command file 3-90

3.9 Performing the analysis and design 3-97

3.10 Viewing the output file 3-100

3.11 Post-Processing 3-108

3.11.1 Viewing stress values in a tabular form 3-109

3.11.2 Printing the tables 3-111

3.11.3 Changing the units of values which appear in the

3.11.4 Limiting the load cases for which the results are displayed 3-114

3.11.5 Stress Contours 3-116

3.11.6 Animating stress contours 3-122

3.11.7 Creating AVI Files 3-123

3.11.8 Viewing plate results using element query 3-126

3.11.9 Producing an onscreen report 3-130

3.11.10 Viewing Support Reactions 3-135

4. Frequently Performed Tasks FPT-1

1 Selecting nodes, beams, plates, etc. FPT-1

2 Viewing the structure from different angles FPT-8

3 Switching on labels for nodes, beams, plates, etc. FPT-12

4 Displaying a portion of the model by isolating it

5 Creating groups FPT-38

6 Displaying loads on the screen FPT-47

7 Displaying load values on the screen FPT-52

8 Structural tool tip options FPT-58

9 Identifying beam start and end FPT-62

10 Plotting from STAAD.Pro FPT-67

1.1 Methods of creating the model

1.2 Description of the tutorial problem

2007年版

1.教程问题1:2D门架1-1

1.1创建模型的方法1-2

1.2教程问题1-3的描述

1.3启动程序1-5

1.4创建新结构1-9

1.5使用图形界面创建模型1-12

1.5.1生成模型几何图形1-15

1.5.2打开节点和波束标签1-23

1.5.3指定成员属性1-26

1.5.4规定材料常数1-32

1.5.5更改长度为1-33的输入单位

1.5.6指定构件偏移1-35

1.5.7在输出文件1-40中打印成员信息

1.5.8指定支架1-43

1.5.9查看3D模型1-48

1.5.10规定荷载1-50

1.5.11指定分析类型1-60

1.5.12指定分析后打印命令1-62

1.5.13列出拟用于

1.5.14规定钢材设计参数1-68

1.5.15重新指定分析命令1-74

1.5.16重新指定轨道参数1-75

1.5.17指定校验码命令1-76

1.6查看输入命令文件1-79

1.7使用命令文件1-82创建模型

1.8执行分析/设计1-91

1.9查看输出文件1-93

1.10后处理1-101

1.10.1进入后处理模式1-102

1.10.2标注位移1-105

1.10.3显示力/力矩图1-110

1.10.4力/力矩图注释1-112

1.10.5改变其自由度

1.10.6显示构件尺寸1-118

2.教程问题2：钢筋混凝土框架结构2-1

2.1创建模型的方法2-2

2.2教程问题的描述2-3

2.3启动程序2-6

2.4创建新结构2-10

2.5 STAAD的要素。专业屏幕2-13

2.6建立STAAD。Pro型号2-14

2.6.1生成模型几何2-15

2.6.2更改长度为2-28的输入单位

2.6.3指定构件属性2-30

2.6.4规定几何常数2-36

2.6.5规定材料常数2-39

2.6.6指定支架2-42

2.6.7规定荷载2-47

2.6.8指定分析类型2-64

2.6.9简要列出混凝土设计中使用的荷载工况2-66

2.6.10指定混凝土设计参数2-68

2.6.11指定设计命令2-72

2.7查看输入命令文件2-75

2.8使用命令文件创建模型2-78

2.9执行分析和设计2-86

2.10查看输出文件2-88

2.11后处理2-96

2.11.1进入后处理模式2-97

2.11.2查看挠度图2-99

2.11.3在负载情况之间切换以查看

2.11.4更改挠度图2-105的尺寸

2.11.5注释位移2-108

2.11.6改变位移值的单位

2.11.7节点位移表2-114

2.11.8显示力/力矩图2-119

2.11.9在负载情况之间切换以查看

2.11.10更改力/力矩图的尺寸2-126

2.11.11改变力图的自由度

2.11.12力/力矩图注释2-131

2.11.13更改力/力矩值的单位

2.11.14梁力表2-137

2.11.15从

2.11.16限制查看结果的荷载工况2-145

2.11.17使用成员查询2-147

2.11.18制作屏幕报告2-152

2.11.19拍照2-155

2.11.20创建自定义报告2-157

3.教程问题3：楼板分析3-1

3.1创建模型的方法3-2

3.2教程问题描述3-3

3.3启动程序3-6

3.4创建新结构3-10

3.5 STAAD的要素。专业屏幕3-13

3.6建立STAAD。Pro型号3-14

3.6.1生成模型几何图形3-15

3.6.2更改长度为3-52的输入单位

3.6.3指定元素属性3-54

3.6.4规定材料常数3-60

3.6.5指定支架3-61

3.6.6规定主要荷载工况3-66

3.6.7创建荷载组合3-76

3.6.8指定分析类型3-81

3.6.9指定分析后打印命令3-84

3.7查看输入命令文件3-88

3.8使用命令文件创建模型3-90

3.9执行分析和设计3-97

3.10查看输出文件3-100

3.11后处理3-108

3.11.1以表格形式查看应力值3-109

3.11.2打印表格3-111

3.11.3更改

3.11.4限制显示结果的荷载工况3-114

3.11.5应力等高线3-116

3.11.6应力轮廓动画3-122

3.11.7创建AVI文件3-123

3.11.8使用元素查询查看板结果3-126

3.11.9生成屏幕报告3-130

3.11.10查看支撑反作用力3-135

4.经常执行的任务FPT-1

1选择节点、梁、板等FPT-1

2从不同角度观察结构FPT-8

3打开节点、梁、板等的标签FPT-12

4显示部分模式