Rothoblaas - 木结构连接器 Page 305
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SPIDER SPI120S 钢结构侧的强度 木结构侧的强度 控制 强度 强度等级 应力 Rtimber,up,k Rtimber,down,k [kN] [kN] GL28h 1724 1724 GL32h 1970 1970 4184 4184 Rtimber,up,k Rtimber,down,k [kN] [kN] GL28h 2188 2188 GL32h 2501 2501 5101 5101 Rsteel,k [kN] Rtp,k(7) 顶板 3034 γsteel γM0*(2) (1) Fco,up,d LVL 荷载传递 Rlt,k 2856 γM0 圆筒压缩 Rb,k(8) 3336 γM0(1) Fco,up,d + ksus Fslab,d 底板 Rbp,k(7) 3034 γM0*(2) Fco,up,d + ksus Fslab,d GL75(4) Fco,up,d SPIDER SPI120M 钢结构侧的强度 木结构侧的强度 控制 强度 强度等级 应力 Rsteel,k [kN] Rtp,k(7) 顶板 3976 γsteel γM0*(2) (1) Fco,up,d LVL 荷载传递 Rlt,k 2856 γM0 圆筒压缩 Rb,k(8) 3336 γM0(1) Fco,up,d + ksus Fslab,d 底板 Rbp,k(7) 3976 γM0*(2) Fco,up,d + ksus Fslab,d GL75(4) Fco,up,d SPI100L 和 SPI120L 经过优化，可用于钢柱。在此案例中，没有顶板。 SPIDER SPI100L 钢结构侧的强度 控制 强度 应力 Rsteel,k [kN] γsteel Rtp,k - - Rlt,k 4190 顶板(9) 荷载传递 圆筒压缩 Rb,k(8) 5010 底板(10) Rbp,k - Fco,up,d (2) Fco,up,d (2) Fco,up,d + ksus Fslab,d γM0* γM0* Fco,up,d + ksus Fslab,d - SPIDER SPI120L 钢结构侧的强度 控制 强度 应力 Rsteel,k [kN] 顶板 (9) γsteel Rtp,k - - 荷载传递 Rlt,k 5325 γM0*(2) 圆筒压缩 Rb,k(8) 6220 (2) 底板(10) Rbp,k - Fco,up,d γM0* - Fco,up,d Fco,up,d + ksus Fslab,d Fco,up,d + ksus Fslab,d 金属和建筑节点 | SPIDER | 305
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