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
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