Supporting a wooden column using post supports
Support of a wooden support with PITZL post support 10529.1090 in accordance with ETA-10/0413. The connection to the wooden support of the upper plate (Ø 96 x 8 mm) is made using 4 fully threaded screws with a diameter of 10.0 mm and a length of 120 mm.
The connection to the concrete of the base plate (100 x 160 x 8) is made using 4 dowels or concrete screws with a diameter of 12.0 mm. The load-bearing capacity of the dowels or concrete screws must be verified separately.
PURPOSE
Timber Structure Engineering
Post Base Support
Adjustable Heights
SUITABILITY
Glue Laminated Timber GLT
Solid Timber
SUMMARY
Item No. 10529.7098
Upper Plate W x H (mm) Ø 96 x 8
Bottom Plate W x D x H (mm) 110x110x6
Thread M 24 bottom 90
Installation height mm 175 - 235
Hole Ø 13 mm bottom 4
Hole Ø 10.5 mm top 4
TECHNICAL Grade C24
F 1,Rk (compression) = 41.3 kN compressive capacity in the direction of the wooden column
F 1,Rk (tension) 120mm = 30.0 kN tension capacity in the direction of the timber column
F 1,Rk (tension) 160mm = 50.0 kN tension capacity in the direction of the timber column
F 2/3, Rk Hinged = 5.6 kN Horizontal load-bearing capacity in the direction of the longer side of the base plate
F 2/3, Rk Clamped = 12.5 kN Horizontal load-bearing capacity in the direction of the longer side of the base plate
F 4/5,Rk Hinged = 5.6 kN* Horizontal load-bearing capacity in the direction of the shorter side of the base plate
F 4/5,Rk Clamped = 12.5 kN* Horizontal load-bearing capacity in the direction of the shorter side of the base plate
By using screws Ø 10 x 160 the character lift value can be increased to 50.0 kN.
DISCLAIMER
The number and arrangement of the post supports as well as the installation and assembly must be taken from the specifications according to ETA-10/0413 and observed. In principle, the requirements of DIN EN 1995 apply.
