Rothoblaas - Plates and Connectors Page 303
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STATIC VALUES | LOAD TRANSMISSION STRESSES ON THE CONNECTOR FAILURE MECHANISMS AND VERIFICATIONS Fco,up compression on timber side (R timber,up) ksus Fslab top plate bending (R tp) load transmission (R lt) cylinder compression (R b) Fco,up + ksus Fslab bottom plate bending (R bp) ( 1-ksus) Fslab compression on timber side (R timber,down) Fco,up + Fslab SPIDER SPI60S STRENGTH ON STEEL SIDE STRENGTH ON TIMBER SIDE Controls strength stress Strength class [kN] [kN] C24 595 660 GL24h 680 754 Rsteel,k [kN] Top plate Rtp,k(5) γsteel 450 γM0(1) (1) Fco,up,d Fco,up,d Load transmission Rlt,k 663 γM0 Cylinder compression Rb,k(8) 907 γM0(1) Fco,up,d + ksus Fslab,d Bottom plate Rbp,k(5) 706 γM0(1) Fco,up,d + ksus Fslab,d Rtimber,up,k Rtimber,down,k GL28h 794 880 GL32h(3) 907 1005 SPIDER SPI80S STRENGTH ON STEEL SIDE STRENGTH ON TIMBER SIDE Controls strength stress Strength class Rsteel,k [kN] Top plate Rtp,k(6) 655 γsteel γM0(1) Fco,up,d (1) Fco,up,d Load transmission Rlt,k 1286 γM0 Cylinder compression Rb,k(8) 1626 γM0(1) Fco,up,d + ksus Fslab,d Bottom plate Rbp,k(6) 939 γM0(1) Fco,up,d + ksus Fslab,d Rtimber,up,k Rtimber,down,k [kN] [kN] GL24h 754 1086 GL28h 880 1267 GL32h(3) 1005 1448 PANELS AND BUILDING JOINTS | SPIDER | 303
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