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Load Truss 20 Ton Capacity


Load Truss 20 Ton Capacity (SL-GT-083)
IS 1888 1962, ASTM D 1194, BS 13779
The truss is of welded 1- girder construction in two halves which can
be bolted together when required. The flower chord, the crosspieces
for holding the truss down and the truss down and the vertical
thrust members are all of welded box type construction with two
channels enclosing and welded to an I girder. The anchorages are of
a design tried out and perfected at CBRI- Roorkee. They consist of
semi cylindrical pieces each held down by 3 feet long steel spikes
driven in through holes drilled in the semi cylinder. The spikes enter
the ground at about 60 degree to the horizontal, four from each side
spaced along the length of the anchorage. The cross- pieces are
moored to the anchorages by channel straps and bolts. Eight such
anchorages are supplied with the 20 ton truss.