FIELD: construction.
SUBSTANCE: steel truss includes the top belts from pair L-bars, the lower belt from a single L-bar and spatially located diagonal ties also from single L-bars attached to belts by means of sheet gusset plates, and pair L-bars of the top belts are joined among themselves by means of sheet gusset plates, rigidly attached to their feathers, with formation of compound Z-shaped sections.
EFFECT: increase of the bearing ability of beam top belts, decrease of labor input of their production.
3 dwg, 1 tbl
Title | Year | Author | Number |
---|---|---|---|
CONSTRUCTIONAL MEMBER | 1993 |
|
RU2039176C1 |
METAL TRUSS | 0 |
|
SU1544921A1 |
NODAL CONNECTION OF SPATIAL FRAME RODS | 2013 |
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JOINT CONNECTION OF CROSS FRAMED STRUCTURES | 2012 |
|
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LATTICE STRUCTURE | 2018 |
|
RU2715785C2 |
THREE-DIMENSIONAL COVERING UNIT | 1995 |
|
RU2105113C1 |
ROOF TRUSS | 0 |
|
SU1754857A1 |
COVERING FROM TRIHEDRAL TRUSSES | 2000 |
|
RU2188287C2 |
BUTT JOINT OF TUBULAR RODS | 2016 |
|
RU2632990C1 |
Authors
Dates
2015-06-20—Published
2014-04-09—Filed