Page 188

CHARACTERISTIC VALUES

TECHNICAL ASPECTS

EN 1995:2014

STATIC VALUES SHEAR

Sg

A

Lb Sg d1

TIMBER - TIMBER

GEOMETRY

d1 [mm]

9

11

NOTES:

L [mm] 160 180 200 220 240 260 280 300 320 340 360 380 400 440 480 520 100 125 150 175 200 225 250 275 300 325 350 375 400 450 500 550 600

Sg [mm] 65 75 85 95 105 115 125 135 145 155 165 175 185 205 225 245 35 48 60 73 85 98 110 123 135 148 160 173 185 210 235 260 285

Amin [mm] 80 90 100 110 120 130 140 150 160 170 180 190 200 220 240 260 50 63 75 88 100 113 125 138 150 163 175 188 200 225 250 275 300

Rv,k [kN] 5,10 5,39 5,67 5,95 6,24 6,51 6,51 6,51 6,51 6,51 6,51 6,51 6,51 6,51 6,51 6,51 4,27 5,40 6,40 7,05 7,48 7,92 8,35 8,79 9,06 9,06 9,06 9,06 9,06 9,06 9,06 9,06 9,06

(4) The tensile design strength of the connector is the lower between the wood-side design strength (R ) and the steel-side design strength (R ax,d tens,d).

(5) The compression design strength of the connector is the lower between the wood-side design strength (R ) and the instability design strength (R ). ax,d ki,d

188 | VGS | COMPLEMENTARY PRODUCTS

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