Rothoblaas - 木结构连接器 Page 137
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静态值 梁柱力矩节点 B1 H1 M B2 产品编码 构件尺寸 B2 (1) [mm] 220 240 VGUPLATET185 240 290 290 330 330 370 VGUPLATET350 370 400 400 460 紧固件 B1 H1 [mm] [mm] 120 140 160 160 180 200 VGU VGS - d1 x L nv [mm] 卷 Mk timber(2) Mk steel(2) [kNm] [kNm] 160 9 x 220 2+2 2,9 4,0 200 9 x 260 2+2 4,5 5,0 200 240 VGU945 9 x 260 2+2 5,1 5,0 9 x 320 2+2 7,3 6,0 240 9 x 320 2+2 8,1 6,1 280 9 x 380 2+2 11,2 7,1 200 11 x 275 4+4 6,7 11,6 240 11 x 325 4+4 9,6 13,9 240 11 x 325 4+4 10,6 14,0 280 VGU1145 11 x 375 4+4 14,4 16,4 280 11 x 375 4+4 15,8 16,5 320 11 x 450 4+4 20,8 18,8 注意： (1) 考虑到板位于木构件接触面的中心，可以使用表中螺钉长度确定的最小立柱尺寸。 (2) 考虑到螺钉因为应力分布而产生的变形，可以通过弹性-线性结合计算强度力矩。 隐藏式梁节点 | VGU PLATE T | 137
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