Rothoblaas - 木造建築コネクタ Page 137
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耐力表 ビームと柱のモーメント接合 B1 H1 M B2 コード 要素の寸法 B1 H1 [mm] [mm] 220 240 VGUPLATET185 240 290 290 330 330 370 VGUPLATET350 締結ねじ B2(1) 370 400 400 460 120 140 160 160 180 200 Mk timber(2) Mk steel(2) pcs [kNm] [kNm] 9 x 220 2+2 2,9 4,0 9 x 260 2+2 4,5 5,0 9 x 260 2+2 5,1 5,0 9 x 320 2+2 7,3 6,0 9 x 320 2+2 8,1 6,1 VGS - d1 x L nv [mm] [mm] 160 200 200 240 VGU VGU945 240 280 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 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 18,8 280 注記: (1) 表のねじの長さを使用した柱の最小寸法 (木材要素の境界に中心があるプレート を考慮)。 (2) 応力分散でのねじの変形性を考慮して、 弾性リニア結合で計算された強度モーメント。 コンシールドビーム接合 | VGU PLATE T | 137
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