0 Version 14 Berkeley, California, USA April Introductory Tutorial for SAP ® Linear and Nonlinear Static and Dynamic Analysis. Jan 14, at AM – Jan 26, at AM UTC+ More than a year ago. pin. Archi-Max-Blida. Université blida, Oulad Yaïch, Blida, Algeria. une nouvelle session de formation sap et Matlab sont est un logiciel de calcul des efforts internes, édité par Computers & Structures Inc.
|Published (Last):||11 October 2018|
|PDF File Size:||11.23 Mb|
|ePub File Size:||4.38 Mb|
|Price:||Free* [*Free Regsitration Required]|
Worldwide rights of ownership rest with Computers and Structures, Inc.
You SAP will handle the conversion. Semi-rigid option added for diaphragm constraint.
Building the Model in SAP You can also define other Joint properties including the restraint through the Assign menu. The default design load combinations have been enhanced for CSA A Further information and copies of this documentation may be obtained from: From the Define menu fours Static Load Cases.
Fill in story and bay information.
Editing Supports The next step is to change the supports on the structure from the default of pinned to fixed. SAP follows in the same tradition featuring a very sophisticated, intuitive and versatile user interface powered by an unmatched analysis engine and design tools for engineers working on transportation, industrial, public works, sports, and other facilities.
You can select more than one section at a time in the Section Selection list by using the ctrl key while you make the selections.
SAP Tutorial Manual – Emile E. Kfouri – Informatique
courd This model represents concrete compression, cracking, and shear behavior under both monotonic and cyclic loading, and accounts for crack rotation. Select the Z direction button to change the grids defining the story heights.
You can always look at the status bar to see what type of elements and how many of them have been selected. Modeling New 2-D modified Darwin-Pecknold concrete model has been added to the nonlinear layered shell.
Select the units you want to work with from the status bar at the bottom of the SAP window. Auto-seismic loading according to Korean Building Code KBC added Auto-seismic loading according to the Dominican Republic R code added Analysis A new stability check has been added for nonlinear static load cases to report when the structure may have failed under material or geometric nonlinearities that are not obvious from the analysis results.
Define a static lateral load case called EQ for the earthquake load. In addition, setting diaphragms makes the structure behave more like a building with a rigid diaphragm. For now use 13 ft for story height and we will edit the first two floors and their grids next.
Graphical User Interface Assign and select menu forms have been enhanced to allow them to remain open for repetitive use with a new apply button. The framing and the static loads are shown in Figure Edit the grid locations and press the OK button to close the form.
Sap v x32bit and x64bit – الدليل الشامل للمهندس المدني
Setting Up Floor Diaphragms Setting up floor diaphragms and specifying the floor mass in only the X direction are some common techniques used to reduce the size of the problem solved curs SAP This will allow the load combinations for the design features of the program to be calculated automatically. The computer program SAP and all associated documentation are proprietary and copyrighted products.
The first step in entering the loads is to define static load cases. Unlicensed use of the program or reproduction of the documentation in any form, without prior written authorization from Computers and Structures, Inc.
SAP2000 Tutorial Manual
Draw a box completely around the three joints at the base of the structure Hint: Then import the wide flanges shown in Figure The SAP name has been synonymous with state-of-the-art analytical methods since its introduction over 30 years ago. Note can change the units you are working with at any time and: Worldwide rights of ownership rest with Computers andStructures, Inc. SAP Tutorial Manual ocurs.