Tell us in detail about your software. Who are all your users and their feed back. Please reply ASAP. You are commenting using your WordPress. You are commenting using your Google account. You are commenting using your Twitter account. You are commenting using your Facebook account. Notify me of new comments via email. Notify me of new posts via email. Skip to content Hi Everyone, Thanks for your interest at our software and to everyone who participated in poll. The software provides an easy to use interface where you can enter your required Crane details, upon doing calculations the software gives you girder sizes like plate thickness, width, height etc… For few days you can use the application as free later it would be on subscription basis.
Share this: Twitter Facebook. Like this: Like Loading Does the software comply with En Design of steel structures. Hi iam interested in software like this please reply me as soon as possible. I am very much interested in your EOT design software. Thank you for this software, I am interest to use the software. I am interested for your sotware, please contact me by email. I am interested in your software to please provide me the details.
I am also interested in using this software. Vijay Gupta M. In this II. The fundamental motions of an overhead crane can be described as: object hoisting or lowering, trolley travel, and bridge traverse [1]. In order to increase the productivity of the system, it is necessary that all these motions of the crane should take place at high speeds under loaded conditions.
Under most adverse conditions crane structure must resist several loads which include dead weight of bridge girder, end-truck, platform, trolley, driving system elements etc. If the crane is required to be operated outside the factories than wind load also plays an important role as there Table 1: Nomenclature are cases of derailing and overturning of a crane due to heavy wind.
Hence the crane structure must be robust enough to sustain these loads and to safely transmit the same to the foundation. Crane structure is made up of bridge girder and end-truck [2]. Bridge girder is that component of a crane structure on which trolley travels to provide the traversing motion. Bridge girder can be either double web box or single web design. Box girders are easily adapted to the conditions encountered in crane design because it is possible to select flange plate width, web depth, stiffener arrangement, and plate thickness to meet the exact requirements of each crane [3].
Full depth stiffeners and additional partial depth stiffeners, welded to the webs and bearing on the top cover plate; contribute to the internal strength of these girders.
Compressive Stress As top and bottom flange are of equal width, 6. Duty factor is the fraction of a period during which crane remains in operation during its whole life period.
Duty factors are different for four classes of cranes mentioned in Ref. Rigidity consideration Deflection is maximum at the center. This curvature provided is known as camber. It is also possible to check the section of interest so it gives flexibility to the designer. This ultimately increases the productivity of a designer and also improves the quality of the company product. More work is required to incorporate the temperature load which is the case of a foundry crane.
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