This collection of over 200 detailed worked exercises adds to and complements the textbook Fluid Mechanics by the same author, and illustrates the teaching material through examples. In the exercises the fundamental concepts of Fluid Mechanics are applied to obtaining the solution of diverse concrete problems, and in doing this the student's skill in the mathematical modeling of practical problems is developed. In addition, 30 challenging questions without detailed solutions have been included, and while lecturers will find these questions suitable for examinations and tests, the student himself can use them to check his understanding of the subject.
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I would very much apreciate the help of a CSi SAFE user, as I am learning this software to model a waffle slab (see attached picture), which will be post-tensioned in one direction.
I normally use Robot but I can't use post-tensioning with it, that's why I'm learning SAFE.
I've already seen the Watch and Learn videos series and played around with the program, but I've encountered problems even in this inicial stage.
1 - It doesn't have a database of european materials (unlike Robot). Is there a way to activate it or do I have to create a spreadsheet with all the concrete/steel/tendon properties and then add it to the program?
2 - I can't find an option to model a single post-tensioned beam with SAFE, without modelling a slab. Is there a way to do this or do you recommend another program?
3 - In the example of the picture I've attached, I can't model the exact geometry of the slab, because there are 2 types of thickness areas.
The overall thickness is 45cm, but in the areas that have the waffle moulds the thickness is 5cm.
When I assign the Slab1(45cm) and Slab2(5cm) properties to the areas, the program overlaps them both in the moulds areas. I mean, the program assigns the Slab1 properties to ALL of the slab area and then, when I try to assign Slab2 properties to ONLY the areas with moulds, the program keeps both of them in those areas instead of deleting Slab1. How can I model this geometry?
Note: in the picture, the blue shapes are the moulds, the black shapes are the walls and slab limits and the crosses are openings.
I was wondering if someone has some examples of raft foundation reinforcement. I'm trying to figure out a way to do this for an underground parking lot, and the soil conditions are severe. Also i would be very thankful for some analysis examples.
Bentley Process & Instrumentation V8i (SELECTseries 1) 08.11.06.30
(Trial only)
Bentley Instrumentation and Wiring, a Windows-based
application that helps manage instrumentation-related projects to fit your documentation standards.
Instrumentation and Wiring enables you to produce instrument lists, cost estimates, datasheets, loop drawings, wiring diagrams,
and hookup drawings.
Instrumentation and Wiring provides a fully configurable user interface and database and uses the industry-standard Microsoft Access or DBF database formats for easy linking to other software tools.
Trial only
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Bentley AutoPLANT Products are used around the world on projects ranging from small retrofits and expansions to large, full-scale facility design and construction:
•Oil and Gas
•Alternative Fuels
•Power Generation
•Chemical
•Water/ Wastewater
•Food and Beverage
•Pulp and Paper
•Life Sciences
•Offshore
Includes Piping. Equipment, Raceways, Structural.
Works in Autocad until 2010.
Trial only
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Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Material Property Characterization of Ultra-High Performance Concrete
Advances in the knowledge and understanding of the behaviors of concrete on the microstructural level have led to the development of the next generation of concrete, namely ultra-high performance concrete (UHPC). This report characterizes the material behaviors of one UHPC in terms of accepted concrete testing methodologies. The Federal Highway
Administration (FHWA) has been investigating the optimal use of UHPC in highway bridges, and this report presents results from the first phase of this research program. Of primary importance, the results contained herein provide a starting point for bridge owners interested in advancing the state of bridge engineering through the use of extremely high strength and high durability concretes. This report presents both what can be achieved today through the use of a commercially available concrete as well as the types of advancements that can be achieved by reevaluating the traditional components and proportions normally present in cementitious structural materials.
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TAAD.Pro V8i SELECTseries 1 introduces several new enhancements in the analysis and design engine and enhancements to the RAM Connection and Piping Modes. This includes a nuclear design engine to the AISC N690:1984 code, additional UK and French National Annexes for the Eurocode 3 steel design module an updated Russian concrete design module and steel section databases and a Chinese Seismic Forces engine. The RAM Connection Mode has been redesigned to better operate with RAM Connection and use the RAM Connection v5.5 engine. The Piping mode has been enhanced with a new connection wizard to connect AutoPIPE models and thus rapidly transfer forces and complete designs.
(No Crack)
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i wanted to share my design calculations for bridge false work design.
i still have doubts on my calculations especially on the design for steel sheet piles (SSP) to be used as steel deck flooring.
can the SSP Type-II really support the loads acting above on it?
are my design calculations correct?
i want to have your opinions on this matter.
please do help me.
thanx in advance.
P.S. i dont know how to post using 'postgen'.
I wanted to post it as a screenshot and attached it on this thread. that is why i have it posted this way.my apologies.
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