Rothoblaas - Plates and Connectors Page 136
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STATIC VALUES TENSION JOINTS F1 F1 F1 F1 B1 H1 CODE R1,k element dimensions fasteners R1,k plate pcs [kN] [kN] [kN] 9 x 220 2+2 32,1 200 9 x 260 2+2 38,6 200 9 x 260 2+2 38,6 9 x 320 2+2 48,2 35,9 39,3 9 x 320 2+2 48,2 100,3 95,9 [mm] VGS - d1 x L nv [mm] [mm] 160 240 VGU VGU945 240 160 160 180 VGUPLATET350 R1,k tens H1 140 VGUPLATET185 280 9 x 380 2+2 57,9 200 11 x 275 4+4 91,6 240 11 x 325 4+4 110,0 240 11 x 325 4+4 110,0 11 x 375 4+4 128,3 280 11 x 375 4+4 128,3 320 11 x 450 4+4 155,8 280 200 steel plate R1,k ax B1 120 R1,k screw VGU1145 GENERAL PRINCIPLES: • Characteristic values are consistent with EN 1995-1-1 and ETA-11/0030� • The design values are obtained from the characteristic values as follows: Rd = min R1,k ax kmod γtimber R1,k tens γMsteel R1,k steel γMsteel Md = min Mk timber kmod γMtimber Mk steel γMsteel γ Msteel should be taken as γ M2 The coefficients kmod, yM and yM2 should be taken according to the current regulations used for the calculation� 136 | VGU PLATE T | CONCEALED BEAM JOINTS • For the calculation process a timber density ρ k = 385 kg/m3 has been considered� • Dimensioning and verification of the timber elements must be carried out separately� When used for moment joints, a suitable connection system must be used to absorb shear loads� • The strength values of the connection system are valid under the calculation hypotheses listed in the table; for different boundary conditions shall be verified�
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