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Etabs Plus

: Etabs Plus

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ETABS Plus

Market price : $ 3.500

ETABS software specialized in structural calculation and design of tall buildings . This is the program analysis and design of structures on a dedicated computer for the civil works to be developed by CSi ETABS ( Computers and Structures , Inc. . Berkeley , California , USA ) .

The outstanding characteristic of ETABS compared to other programs in structural analysis for systems of Use ETABS can lead to significant reduction in the time required to build the model calculated , reduced processing time and increase accuracy . This happens because ETABS done to include all features typical for the whole civil works ( construction ) in building systems that other programs can not recognize .

These features include: Most buildings have a simple shape with a horizontal beam system and the vertical columns . A simple grid mesh flooring define horizontal and vertical columns can set up the system geometry similar to the minimum time . Some of the floors in the typical system works . Most of the other programs do not identify specific elements of this reality , the process leads to a computational multiplied unnecessarily .

Most of the structures , the size of the contact element has a lot to span the width and height of the floor . The size can significantly influence the stiffness of the bar element . Exactly this chemical will affect the hardness of formula elements . Most road -building programs focus on the exact size and hardness so often takes more time to perform

During analysis , the civil works component of the force element is the effect on the outer surface of the bearing element . The same change is not automatically calculated in the other programs in the system loads the system works more often not .

Load , in general , are the vertical direction and go down ( static load or load ) or horizontally ( wind or earthquake ) . Vertical load is usually applied on the floor and beam , and horizontal loads usually work under the floor . The load on the box floor should be automatically put into the sound system of the building . On the other hand , the load level requirements need to be changed to allow specially selected and combined to create convenience for the vertical load , horizontal and dynamic loads . Another problem is required for the analysis of the computer that is the effective output kt with different formats such as each story , column under beams, core walls .....

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