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Ms Tower Download And UseYou can freely download and use this program for evaluation or educational purposes only.![]() Large ancillaries, mounted out from the face of the tower and consisting of large dishes whose wind resistance is significant compared with that of the structural members of the tower. Linear ancillaries, normally within the body of the tower and consisting of items such as ladders, feeders and wave-guides. Face ancillaries, attached to the face of the tower and consisting of small items such as minor antennae, gusset plates and platforms. Insulators, located between the segments of multi-segment guys. Resistances, either additive or total, may be used to model the loading on sections of the tower. For example if a section of a tower is completely clad in panels, it may be more accurate to use an overall resistance for this section that to use a sum of the loads on individual panels and section of the tower. Ancillary libraries containing data describing the physical and drag characteristics of a wide range of antennae types are provided withMS Tower. The libraries are plain text files and may be easily added to by users. For a dish antenna the library would typically include its diameter, mass, location of centre of gravity, surface area that may be coated with ice, and its projected area and drag coefficients for a range of angles of incidence. Six aerodynamic coefficients are specified for each angle of incidence to enable antenna forces and moments to be computed automatically. The use of ancillary libraries simplifies the preparation of the data needed to compute the loads on the tower. To fully describe an antenna its library reference, its location on the tower, and its bearing are required. MS Tower will extract all other data from the library, compute the forces acting on the antenna (dead load, ice-load, and wind loads) and transfer them into the tower as a set of statically equivalent forces. To assist in checking of input data MS Tower displays the tower and all linear and large ancillaries. As well as the visual display, any ancillary may be queried by picking with the graphics cursor to obtain its identification, location, library reference, and other pertinent data. Wind forces may be computed using either mean, fastest mile or gust wind velocity. In the former case, the member forces for wind load cases are increased after analysis using gust factors computed in accordance with BS 8100 or EIA-222. For masts, patch wind loading cases may be computed and combined in accordance with BS 8100:Part 4. The strength of members may be checked against the rules of the codes listed above, with the results available as a summary report giving the critical load case and condition or a larger detailed report suitable for checking the computations for each member. The results of the member check may be shown as a graphical display with the colour in which a member is displayed depending on its maximum loadcapacity ratio. ![]() Code MSTOWER v6 for Windows 7 Become a to see this content Guide 1.Download the file 2.Unrar all 3 files in in C drive and copy all file from the folder named: only from MS Tower -6-Demonstration and paste them in MS Tower -6-Demonstration (1) to folder C: MS Tower -6-Demonstration.
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