I would point out that you are trying to force contractors to read columns going from right to left, going against years of reading books, newspapers and magazines from left to right. I do agree that content should be placed to the right and filled in to the left for ease of roll opening and reading in the field. But the actual individual pieces of content should read left to right IMHO. Unless you are reading and writing in Arabic!

Now Sheet Lists from Project Navigator will do this. I think that is what I remember and actually being surprised that I could get sheet lists to go from right to left. If you drag the column grip and force the Sheet List into two columns, there's an option in Properties under Table Break for Direction for Right ('normal'), Down (effectively puts a break and the next column below; kind of odd), and Left. No Up?


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I'm aware books, newpapers, and most English reading material is oriented Top Left to Lower Right but I always question everything. For instance, I hate that dates are numbered mm/dd/yy which isn't really great for sorting. I like to think Macro-Micro and, consequently, I file yymmdd, thereby saving myself from having to type two slash marks and getting all my files to sort nicely. Interesting enough, this method is also an International standard so the English way of doing things is simply somewhat backwards sometimes in many ways. I also hate the English measuring system. Are you kidding me? We type 12'-3 5/16" and AutoCAD forces me to type 12'3-5/16" just to confuse things. And I pay for that pleasure. How many ticks, dashes, slashes, quotes, and double-quotes do we have to type? Now the truss manufacturers have done away with this system and just simply type 120305. That's macro-micro and straight forward once you assign the least significant digit. Have you ever seen a set of metric drawings? Sweet.

Using a text file (.TAB) with the list of commands and layers, you can force AutoCAD to e.g. place all texts to the layer "ANNOTATIONS", place all hatches to the layer "HATCHING" and dimensions to the "DIMS" layers with predefined layer colours. You can also set block names which should be inserted to predefined layers - e.g. all Chair* and Table* blocks to the Furniture layer.

EMS empowers the designer to compute electric, magnetic, mechanical, and thermal parameters - including, force, torque, magnetic flux density, magnetic field, electric field, electric flux, current flow, eddy current, inductance, capacitance, resistance, flux linkage, core loss, saturation, induced voltage, force density, power loss, temperature, temperature gradient, heat flux and more.

This is one of the best simulation software that I have came across. It is very useful especially for the simulation study of electromagnetic fields and forces. It can be used easily on the CAD model in the Inventor.

Consideration of suction from pressure differential forces caused by wind is also typically estimated in the case of sidewalls and leeward walls. Typically, building codes allow for either calculated wind loads, or wind loads determined by testing of models in a terrain setting equivalent to that of the building site.

Ideally, a designer could easily apply wind scenarios while developing design concepts and details. The ability to envision how the airflow translates to positive and negative pressure forces could help designers identify problems or opportunities early on. Translating those pressures to design loads would give the benefit of supporting structural analysis of the design.

The loads imported from the file can be reviewed by selecting the appropriate design load case from the navigation window tree. Click Cancel on the form to close any Define Reinforced Concrete Beam Load form left open after this review.

The graphical results show the design moment line in green which means the beam design passes for the positive (sagging) moment case. Looking at the top right of the form, we can see that this design of beam requires 26.49 tonnes of reinforcement.

We will start by adding a third layer of reinforcement to the top of the beam. First of all drag the red section line on the elevation with the mouse, holding the left mouse button down, to the left end of the beam.

To increase the max allowable shear the strength of the concrete could be increased but more conveniently the angle of the compression strut in the concrete could be increased for the shear calculations. The effect of this will increase the shear link reinforcement requirements while reducing the amount of longitudinal shear reinforcement required. Only a small adjustment is required.

In this example we have changed the length of a standard beam to fit a specific structure then carried out a detailed design. During the design process we have modified the reinforcement by adding, removing and curtailing bars. We have also checked the design with a reduced concrete strength at 14 days in accordance with clause 3.1.2 of EN 1992-1-1.

As the pace of technology development in the architecture, engineering, construction and product design sectors continues to accelerate, the challenges multiply. We offer a range of IT Solutions to help address these challenges.

The existing floor plan, based on single-occupancy dormitory rooms was reconfigured into three and four person apartment modules, with common kitchens, laundry areas and living rooms. It includes separate bedrooms and bathrooms for each Airman with 56 bedrooms arranged in 18 suites. The existing reinforced concrete building was retrofitted to meet the ASCE requirements for seismic loads and to provide collapse prevention protection.

Knowledge and continual education is the key to success. A&E has a culture of learning, a school within an office that designs schools. We encourage all of our staff to pursue the credentials they need to build the best schools in the world. Staff Training and Development Unit (TDU) provides a framework to inspire its staff to find interests inside and outside the office to help them grow professionally. We often forget that the practice of architecture and engineering and the professions of business and management are always changing. Technological innovation, pedagogy, CAD, professional development, management systems, and construction methodology are always evolving. In the course of a long career, professionals need to keep up with these things to be successful designers, managers, and builders.

This was accomplished by positioning the home's main two floors about nine feet above ground, a unique setup made possible through a series of sturdy support columns strategically located beneath it. A steel frame further reinforces the pillar system. Gaps between the columns are then filled in with clear glass doors that, like garage doors, slide shut from overhead, disguising the lower level as an ordinary room.

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In statics, research focuses on how forces are transmitted to and throughout a structure. Once a system is in motion, mechanical engineers look at dynamics, or what velocities, accelerations and resulting forces come into play. Kinematics then examines how a mechanism behaves as it moves through its range of motion.

Nanotechnology allows for the engineering of materials on the smallest of scales. With the ability to design and manufacture down to the elemental level, the possibilities for objects grows immensely. Composites are another area where the manipulation of materials allows for new manufacturing opportunities. By combining materials with different characteristics in innovative ways, the best of each material can be employed and new solutions found. CFD gives mechanical engineers the opportunity to study complex fluid flows analyzed with algorithms. This allows for the modeling of situations that would previously have been impossible. Acoustical engineering examines vibration and sound, providing the opportunity to reduce noise in devices and increase efficiency in everything from biotechnology to architecture.

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