鉄骨造柱-梁仕口部の強度確保の検討 2007年版建築物の構造 …

1 - . 2007 P592 . f Mu B tf u H tf y (N/mm2). u (N/mm2). 1 u . w Mu l e 0 .7 S 2 le 4 3 f M u (kNm). w M u (kNm). Mu Mu M u (kNm). f wMu M p (kNm). S . l e . B B-2S. H-2xtf-2x . H-2xtf-2x -2S.. SS400 y= 235 u= 400 = H200 H B tw tf Zp (cm) (cm) 20 10 1 f Mu Mu M p . 2 S= le= w uM > OK. SS400 y= 235 u= 400 = H248 H-248x124x5x8-8 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H250 H-250x125x6x9-8 H B tw tf Zp (cm) (cm) 25 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H298 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w uM > OK. SS400 y= 235 u= 400 = H300 H B tw tf Zp (cm) (cm) 30 15 1 f Mu Mu M p.

2 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H346 H-346x174x6x9-13 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w M u > OK. 2009/4/24 /17:05 / (SI).xls SS400 y= 235 u= 400 = H350 H-350x175x7x11-13 H B tw tf Zp (cm) (cm) 35 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H396 H-396x199x7x11-13 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w uM > OK. SS400 y= 235 u= 400 = H400 H-400x200x8x13-13 H B tw tf Zp (cm) (cm) 40 20 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H446 H-446x199x8x12-13 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H450 H-450x200x9x14-13 H B tw tf Zp (cm) (cm) 45 20 1 f Mu Mu M p.

3 2 S= le= w uM > OK. SS400 y= 235 u= 400 = H496 H-496x199x9x14-13 H B tw tf Zp (cm) (cm) 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H500 H-500x200x10x16-13 H B tw tf Zp (cm) (cm) 50 20 1 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = H596 H-596x199x10x15-13 H B tw tf Zp (cm) (cm) 1 1 f Mu Mu M p . 2 S= le= w uM > OK. SS400 y= 235 u= 400 = H600 H-600x200x11x17-13 H B tw tf Zp (cm) (cm) 60 20 1 f Mu Mu M p . 2 S= le= w M u > OK. 2009/4/24 /17:05 / (SI).xls SS400 y= 235 u= 400 = M340 H-340x250x9x14-13 H B tw tf Zp (cm) (cm) 34 25 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M390 H-390x300x10x16-13 H B tw tf Zp (cm) (cm) 39 30 1 1 f Mu Mu M p.

4 2 S= le= w uM > OK. SS400 y= 235 u= 400 = M440 H-440x300x11x18-13 H B tw tf Zp (cm) (cm) 44 30 1 f Mu Mu M p . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M482 H-482x300x11x15-13 H B tw tf Zp (cm) (cm) 30 1 f M u Mu Mp . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M488 H-488x300x11x18-13 H B tw tf Zp (cm) (cm) 30 1 f M u Mu Mp . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M582 H-582x300x12x17-13 H B tw tf Zp (cm) (cm) 30 1 f M u Mu Mp . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M588 H-588x300x12x20-13 H B tw tf Zp (cm) (cm) 30 2 1 f M u Mu Mp . 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M700 H-700x300x13x24-18 H B tw tf Zp (cm) (cm) 70 30 1 f M u Mu Mp.

5 2 S= le= w M u > OK. SS400 y= 235 u= 400 = M800 H-800x300x14x26-18 H B tw tf Zp (cm) (cm) 80 30 1 f M u Mu Mp . 2 S= le= w M u > OK. 2009/4/24 /17:05 / (SI).xls