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14.8kg Lattice Girder

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Offer price breaks when you order a larger quantify.

Leading time would be depends on our work efficiency and delivery schedule, usually within 2 business days.

Shipping: Ships in 2 business day

Workstation

The tool workbench is made of aluminum profiles as raw materials, using a variety of aluminum profiles, cutting precision, It is easy to process, and the surface is not rusty. It can be combined with various materials and accessories to assemble into various Various styles of workbenches are beautiful and portable, easy to disassemble and assemble, flexible to adjust, and can be customized on demand.

It does not require maintenance and is widely used in various industrial production industries.


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EP1925741A1 - Wall made from panels and posts limiting a

lattice Prior art date 2006;11;24 Legal status (The legal status is an assumption and is not a legal conclusion, Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed,) Withdrawn Application number EP07022893A Other languages German (de) French (fr) Inventor Konrad Lehrhuber Original Assignee

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DokaScaff 690120005 7.2 7.5 Galvanised 7.9 8.2 9.0 10.0 11.0

DokaScaff lattice girder 4.14m 43.3 690140240 DokaScaff lattice girder 5.14m 52.6 690140241 DokaScaff lattice girder 6.14m 62.8 690140242 DokaScaff-Gitterträger DokaScaff lattice-girder coupler 1.5 690140559 DokaScaff-Gitterträgerkupplung DokaScaff crate 89.7 690380028 DokaScaff-Gitterbox DokaScaff rack 89.8 690380012 DokaScaff-Stapelpalette ...

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List of lattice girder bridges in the United Kingdom -

A lattice girder or truss is often defined only in two dimensions, that is (in the case of a bridge) the structure as seen from the side; Such definitions sufficed for the early lattice girders such as the US Town truss which was designed for construction in timber;

Trusses -

The wind girder is arranged as a Warren or Pratt truss- parallel to the roof plane The chords of the wind girder are the upper chords of two adjacent vertical trusses! This means that the axial forces in these members due to loading on the vertical truss and those due to loads on the wind girder loading must be added together (for an !!!

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