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| ĘÔ | File | page | Wč | ŕe | Ýv | Ƹ | p | ől | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| źO | út | źO | út | Đó | rü | ż | y | ||||||
| 1 | - | - | ĺł\ÜNľ@ż§´ÝvXZEŢż˛ | \ | - | - | - | - | SN | űá | Ę | y | |
| 2 | - | 1 | Design of Anabuki-Bashi for Tokushima-ken | Ývđ | J.masuda | 19260618 | - | - | SN | űá | Ę | y | |
| 3 | - | 2 | Design of Anabuki-Bashi for Tokushima-ken | Ývđ | J.masuda | 19260618 | - | - | SN | űá | Ę | y | |
| 4 | - | 3 | Design of Anabuki-Bashi for Tokushima-ken | Reinforced concrete slab | J.masuda | 19260617 | - | - | SN | űá | Ę | y | |
| 5 | - | 4 | Design of Anabuki-Bashi for Tokushima-ken | Longitudinal stringers | JĽM | 19260617 | - | - | SN | űá | Ę | y | |
| 6 | - | 5 | Design of Anabuki-Bashi for Tokushima-ken | Intermediate floor beam | YĽO | 19260617 | - | - | SN | űá | Ę | y | Y.O Í M.O ĆŕÇßé |
| 7 | - | 6 | Design of Anabuki-Bashi for Tokushima-ken | Intermediate floor beam (ą), Design of truss span | JĽM | 19260619 | - | - | SN | űá | Ę | y | |
| 8 | - | 7 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260618 | - | - | SN | űá | Ę | y | |
| 9 | - | 8 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260619 | - | - | SN | űá | Ę | y | |
| 10 | - | 9 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260619 | - | - | SN | űá | Ę | y | |
| 11 | - | 10 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260619 | - | - | SN | űá | Ę | y | |
| 12 | - | 11 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260619 | - | - | SN | űá | Ę | y | |
| 13 | - | 12 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260620 | - | - | SN | űá | Ę | y | |
| 14 | - | 13 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260620 | - | - | SN | űá | Ę | y | |
| 15 | - | 14 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260620 | - | - | SN | űá | Ę | y | |
| 16 | - | 15 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260620 | - | - | SN | űá | Ę | y | |
| 17 | - | 16 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260621 | - | - | SN | űá | Ę | y | |
| 18 | - | 17 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 19 | - | 18 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 20 | - | 19 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 21 | - | 20 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 22 | - | 21 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 23 | - | 22 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260621 | - | - | SN | űá | Ę | y | |
| 24 | - | 23 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260622 | - | - | SN | űá | Ę | y | |
| 25 | - | 24 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260622 | - | - | SN | űá | Ę | y | |
| 26 | - | 25 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260622 | - | - | SN | űá | Ę | y | |
| 27 | - | 26 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | YĽO | 19260622 | - | - | SN | űá | Ę | y | |
| 28 | - | 27 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260623 | - | - | SN | űá | Ę | y | |
| 29 | - | 28 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260625 | - | - | SN | űá | Ę | y | |
| 30 | - | 29 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260624 | - | - | SN | űá | Ę | y | |
| 31 | - | 30 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260625 | - | - | SN | űá | Ę | y | |
| 32 | - | 31 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | JĽM | 19260701 | - | - | SN | űá | Ę | y | |
| 33 | - | 32 | Design of Anabuki-Bashi for Tokushima-ken | Design of truss span (ą) | J.masuda | 19260701 | - | - | SN | űá | Ę | y | |
| 34 | - | 33 | Design of Anabuki-Bashi for Tokushima-ken | Design of 60' girder, Design of Longitudinal stringer | J.masuda | 19260701 | - | - | SN | űá | Ę | y | |
| 35 | - | 34 | Design of Anabuki-Bashi for Tokushima-ken | Design of Longitudinal stringer (ą) | J.masuda | 19260701 | - | - | SN | űá | Ę | y | |
| 36 | - | 35 | Design of Anabuki-Bashi for Tokushima-ken | Lateral Bracing, Main girder | J.masuda | 19260701 | - | - | SN | űá | Ę | y | |
| 37 | - | 36 | Design of Anabuki-Bashi for Tokushima-ken | Main girder (ą) | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 38 | - | 37 | Design of Anabuki-Bashi for Tokushima-ken | Main girder (ą) | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 39 | - | 38 | Design of Anabuki-Bashi for Tokushima-ken | Main girder (ą) | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 40 | - | 39 | Design of Anabuki-Bashi for Tokushima-ken | 54' girder span, Floor Beam | J.masuda | 19260702 | - | - | SN | űá | Ę | y | ĹĆĚÔÉP |
| 41 | - | 40 | Design of Anabuki-Bashi for Tokushima-ken | Main girder | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 42 | - | 41 | Design of Anabuki-Bashi for Tokushima-ken | Main girder (ą) | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 43 | - | 42 | Design of Anabuki-Bashi for Tokushima-ken | Main girder (ą) | J.masuda | 19260702 | - | - | SN | űá | Ę | y | |
| 44 | - | 43 | Design of Anabuki-Bashi for Tokushima-ken | Piers | JĽM | 19251209 | - | - | M | űá | Ę | y | |
| 45 | - | 44 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260108 | - | - | M | űá | Ę | y | |
| 46 | - | 45 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260108 | - | - | M | űá | Ę | y | |
| 47 | - | 46 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260109 | - | - | M | űá | Ę | y | |
| 48 | - | 47 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260109 | - | - | M | űá | Ę | y | |
| 49 | - | 48 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260109 | - | - | M | űá | Ę | y | |
| 50 | - | 49 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260111 | - | - | M | űá | Ę | y | |
| 51 | - | 50 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260113 | - | - | M | űá | Ę | y | |
| 52 | - | 51 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260113 | - | - | M | űá | Ę | y | |
| 53 | - | 52 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260113 | - | - | M | űá | Ę | y | |
| 54 | - | 53 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260113 | - | - | M | űá | Ę | y | |
| 55 | - | 54 | Design of Anabuki-Bashi for Tokushima-ken | Piers (ą) | J.masuda | 19260114 | - | - | M | űá | Ę | y | |
| 56 | - | 55 | Design of Anabuki-Bashi for Tokushima-ken | Abutment | J.masuda | 19260711 | - | - | SN | űá | Ę | y | |
| 57 | - | 56 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260711 | - | - | SN | űá | Ę | y | |
| 58 | - | 57 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260711 | - | - | SN | űá | Ę | y | |
| 59 | - | 58 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260711 | - | - | SN | űá | Ę | y | |
| 60 | - | 59 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260711 | - | - | SN | űá | Ę | y | |
| 61 | - | 60 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260712 | - | - | SN | űá | Ę | y | |
| 62 | - | 61 | Design of Anabuki-Bashi for Tokushima-ken | Abutment (ą) | J.masuda | 19260712 | - | - | SN | űá | Ę | y | |
| 63 | - | M1 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss | J.masuda | 19260718 | - | - | SN | űá | Ę | y | |
| 64 | - | M2 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260718 | - | - | SN | űá | Ę | y | |
| 65 | - | M3 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | JĽM | 19260718 | - | - | SN | űá | Ę | y | |
| 66 | - | M4 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260718 | - | - | SN | űá | Ę | y | |
| 67 | - | M5 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260718 | - | - | SN | űá | Ę | y | |
| 68 | - | M6 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260718 | - | - | SN | űá | Ę | y | |
| 69 | - | M7 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 70 | - | M8 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 71 | - | M9 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 72 | - | M10 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 73 | - | M11 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 74 | - | M12 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 75 | - | M13 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 76 | - | M14 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260719 | - | - | SN | űá | Ę | y | |
| 77 | - | M15 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260720 | - | - | SN | űá | Ę | y | |
| 78 | - | M16 | List of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | J.masuda | 19260720 | - | - | SN | űá | Ę | y | |
| 79 | - | M17 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | Y.Hirata | 19260720 | - | - | SN | űá | Ę | y | |
| 80 | - | M18 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | Y.Hirata | 19260720 | - | - | SN | űá | Ę | y | |
| 81 | - | M19 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | Y.Hirata | 19260720 | - | - | SN | űá | Ę | y | |
| 82 | - | M20 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | Y.Hirata | 19260720 | - | - | SN | űá | Ę | y | |
| 83 | - | M21 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą) | Y.Hirata | 19260720 | - | - | SN | űá | Ę | y | |
| 84 | - | M22 | Lists of Materials for Anabuki-Bashi for Tokusima ken | Weight of truss (ą), 54' girder span | J.masuda | 19260722 | - | - | SN | űá | Ę | y | |
| 85 | - | M23 | Lists of Materials for Anabuki-Bashi for Tokusima ken | 54' girder span (ą) | Ogasawara | 19260722 | - | - | SN | űá | Ę | y | |
| 86 | - | M24 | List of Materials for Anabuki-Bashi for Tokusima ken | 60' girder span | Ogasawara | 19260722 | - | - | SN | űá | Ę | y | |
| 87 | - | M25 | List of Materials for Anabuki-Bashi for Tokusima ken | 60' girder span (ą) | Ogasawara | 19260722 | - | - | SN | űá | Ę | y | |
| 88 | - | M26 | List of Materials for Anabuki-Bashi for Tokusima ken | Abutment | Kitahara | - | - | - | SN | űá | Ę | y | |
| 89 | - | M27 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier | KĽK | - | - | - | SN | űá | Ę | y | |
| 90 | - | M28 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą) | KĽK | - | - | - | SN | űá | Ę | y | |
| 91 | - | M29 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą) | KĽK | - | - | - | SN | űá | Ę | y | |
| 92 | - | M30 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą) | KĽK | - | - | - | SN | űá | Ę | y | |
| 93 | - | M31 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą) | KĽK | - | - | - | SN | űá | Ę | y | |
| 94 | - | M32 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą) | KĽK | - | - | - | SN | űá | Ę | y | |
| 95 | - | M33 | List of Materials for Anabuki-Bashi, Tokusima ken | Pier (ą), Concrete Floor slab, Handrails | KĽKO | - | - | - | SN | űá | Ę | y | |
| 96 | - | M34 | List of Materials for Anabuki-Bashi for Tokusima ken | Hand rails (ą) | Ogasawara | - | - | - | SN | űá | Ę | y | |
| 97 | - | M35 | List of Materials for Anabuki-Bashi for Tokusima ken | Lamp Post, Lamp Bracket, Drain, e | Ogasawara | - | - | - | SN | űá | Ę | y | |
| 98 | - | M36 | List of Materials for Anabuki-Bashi for Tokusima ken | ł, , Expansion Joint | O | - | - | - | SN | űá | Ę | y | |
| 99 | - | 1 | Calculation Papers for Anabuki Bashi | Skeleton Diagram of Truss, Length of each members | - | - | - | - | ł | łn | Ę | M | |
| 100 | - | 2 | - | Length of each members (ą), Stress analysis of Truss in general | - | - | - | - | ł | łn | Ę | M | |
| 101 | - | 3 | - | Stress analysis of Truss in general (ą) | - | - | - | - | ł | łn | Ę | M | |
| 102 | - | 4 | - | Influence Surface diagram | - | - | - | - | ł | łn | Ę | M | |
| 103 | - | 5 | - | Influence Surface diagram (ą) | - | - | - | - | ł | łn | Ę | M | |
| 104 | - | 6 | - | Influence Surface diagram (ą) | - | - | - | - | ł | łn | Ę | M | |
| 105 | - | 7 | - | Data, to find the stresses of truss members | - | - | - | - | ł | łn | Ę | M | |
| 106 | - | 8 | - | Data, to find the stresses of truss members (ą) | - | - | - | - | ł | łn | Ę | M | |
| 107 | - | 9 | - | Data, to find the stresses of truss members (ą) | - | - | - | - | ł | łn | Ę | M | |
| 108 | - | 10 | - | Data, to find the stresses of truss members (ą) | - | - | - | - | ł | łn | Ę | M | |
| 109 | - | 11 | - | Data, to find the stresses of truss members (ą) | - | - | - | - | ł | łn | Ę | M | |
| 110 | - | 12 | - | Influence Surfaces for Hanging chords, Influence Surfaces for Hangers |
- | - | - | - | ł | łn | Ę | M | |
| 111 | - | 13 | - | Influence Surfaces for Upper chords | - | - | - | - | ł | łn | Ę | M | |
| 112 | - | 14 | - | Influence Surfaces for Upper chords (ą) | - | - | - | - | ł | łn | Ę | M | |
| 113 | - | 15 | - | Influence Surfaces for Lower chords | - | - | - | - | ł | łn | Ę | M | |
| 114 | - | 16 | - | Influence Surfaces for Diagonals | - | - | - | - | ł | łn | Ę | M | |
| 115 | - | 17 | - | Influence Surfaces for Diagonals (ą) | - | - | - | - | ł | łn | Ę | M | |
| 116 | - | 18 | - | Influence Surfaces for Diagonals (ą) | - | - | - | - | ł | łn | Ę | M | |
| 117 | - | 19 | - | Influence Surfaces for Verticals | - | - | - | - | ł | łn | Ę | M | |
| 118 | - | 20 | - | Influence Surfaces for Verticals (ą) | - | - | - | - | ł | łn | Ę | M | |
| 119 | - | 21 | - | Suspended Span, Upper chord, Lower chord | - | - | - | - | ł | łn | Ę | M | |
| 120 | - | 22 | - | Diagonals, Verticals | - | - | - | - | ł | łn | Ę | M | |
| 121 | - | 23 | - | Ývđ | - | - | - | - | SN | Ąr | Ę | M | |
| 122 | - | 24 | - | Ývđ | - | - | - | - | SN | Ąr | Ę | M | |
| 123 | - | 25 | - | Design of Reinforced Concrete Slab | - | - | - | - | SN | Ąr | Ę | M | |
| 124 | - | 26 | - | Design of Longitudinal stringers | - | - | - | - | SN | Ąr | Ę | M | |
| 125 | - | 27 | - | Design of Longitudinal stringers (ą) | - | - | - | - | SN | Ąr | Ę | M | |
| 126 | - | 28 | - | Design of Floor Beam | - | - | - | - | SN | Ąr | Ę | M | |
| 127 | - | 29 | - | Design of Floor Beam (ą) | - | - | - | - | SN | Ąr | Ę | M | |
| 128 | - | 30 | - | Dpanel load, Stress of each members for Suspended span | - | - | - | - | SN | Ąr | Ę | M | |
| 129 | - | 31 | - | Stresses of each members for cantilever truss | - | - | - | - | SN | Ąr | Ę | M | |
| 130 | - | 32 | - | Reaction of each supports | - | - | - | - | SN | Ąr | Ę | M | |
| 131 | - | 33 | - | gXĚ×d} | - | - | - | - | SN | Ąr | Ę | M | AÔAÂMŤ |
| 132 | - | - | - | gXĚ×d} | - | - | - | - | SN | űá | Ę | M | AÔAÂMŤ |
| 133 | - | - | - | gXŢfĘĘ | - | - | - | - | SN | űá | Ę | y | |
| 134 | - | - | - | gXŢfĘĘ (ą) | - | - | - | - | SN | űá | Ę | y | |
| 135 | - | - | - | gXĚg} | - | - | - | - | SN | űá | Ę | M | AÔAÂMŤ |
| 136 | - | - | - | gXĚg} | - | - | - | - | SN | űá | Ę | M | AÔAÂMŤ |
| 137 | - | - | - | gXĚg} | - | - | - | - | SN | űá | Ę | M | AÔAÂMŤ |
| 138 | - | - | - | gXĚg} | - | - | - | - | SN | űá | Ę | y | ÔyŤ |
| 139 | - | - | - | gXĚg} | - | - | - | - | SN | űá | Ę | M | AÔAÂMŤ |
| 140 | - | 24 | Design of Anabuki-Bashi for Tokushima-ken | gXĚg} | - | - | - | - | SN | űá | Ę | y | |
| 141 | - | 25 | Design of Anabuki-Bashi for Tokushima-ken | gXĚg} | - | - | - | - | SN | űá | Ę | y | |