‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘
4. ‚“c‹´ (PDF/14.2MB)
| ’Ê”Ô | File | page | •W‘è | “à—e | ÝŒv | Ƹ | —pކ | ”õl | |||||
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| –¼‘O | “ú•t | –¼‘O | “ú•t | ŽÐˆó | Œrü | Ž†Ž¿ | ƒyƒ“ | ||||||
| 1 | - | - | º˜a˜Z”NˆêŒŽ@ •Ÿ“‡Œ§Žá¼‚“cü@‚“c‹´ÝŒvXŽZ‘‹yÞ—¿’²‘ |
•\ކ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 2 | - | 1 | Takata Bashi for Fukushima-ken | ÝŒvðŒ | J.masuda | 19301222 | M.Jinda | 19301224 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 3 | - | 2 | Design of Takada Bashi for Fukushima ken | Cross section of Bridge | K.Inaba | 19301222 | M.Jinda | 19301224 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 4 | - | 3 | Design of Takada Bashi for Fukushima ken | Design of Floor slab | K.Inaba | 19301222 | M.Jinda | 19301224 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 5 | - | 4 | Design of Takada Bashi for Fukushima ken | Design of Overhanging Slab beyond main beam, Design of Main Beams and Pier Column as a Rahmen |
K.Inaba | 19301223 | M.Jinda | 19301224 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 6 | - | 5 | Design of Takada Bashi for Fukushima ken | Design of Main Beams and Pier Column as a Rahmen (‘±) | K.Inaba | 19301223 | M.Jinda | 19301224 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 7 | - | 6 | Design of Takada Bashi for Fukushima ken | Design of Main Beams and Pier Column as a Rahmen (‘±) | K.Inaba | 19301224 | M.Jinda | 19301227 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 8 | - | 7 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen | K.Inaba | 19301225 | M.Jinda | 19301227 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 9 | - | 8 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301226 | M.Jinda | 19301227 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 10 | - | 9 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301226 | M.Jinda | 19301227 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 11 | - | 10 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301230 | M.Jinda | 19310106 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 12 | - | 11 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301230 | M.Jinda | 19310107 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 13 | - | 12 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301230 | M.Jinda | 19310107 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 14 | - | 13 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301230 | M.Jinda | 19310107 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 15 | - | 14 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301230 | M.Jinda | 19310109 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 16 | - | 15 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301231 | M.Jinda | 19310109 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 17 | - | 16 | Design of Takada Bashi for Fukushima ken | Design of A-Rahmen (‘±) | K.Inaba | 19301231 | M.Jinda | 19310109 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 18 | - | 17 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen | K.Inaba | 19301231 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 19 | - | 18 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19301231 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 20 | - | 19 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19301231 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 21 | - | 20 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19310102 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 22 | - | 21 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19310102 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 23 | - | 22 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19310102 | M.Jinda | 19310111 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 24 | - | 23 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19310102 | M.Jinda | 19310112 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 25 | - | 24 | Design of Takada Bashi for Fukushima ken | Design of B-Rahmen (‘±) | K.Inaba | 19310103 | M.Jinda | 19310112 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 26 | - | 25 | Design of Takada Bashi for Fukushima ken | Moment and Shear Diagram of A-Rahmen | K.Inaba | 19310104 | M.Jinda | 19310113 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 27 | - | 26 | Design of Takada Bashi for Fukushima ken | Moment and Shear Diagram of B-Rahmen | K.Inaba | 19310104 | M.Jinda | 19310113 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 28 | - | 27 | Design of Takada Bashi for Fukushima ken | Design of Sections, Sections for A-Rahmen | K.Inaba | 19310104 | M.Jinda | 19310113 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 29 | - | 28 | Design of Takada Bashi for Fukushima ken | Sections for A-Rahmen (‘±) | K.Inaba | 19310104 | M.Jinda | 19310115 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 30 | - | 29 | Design of Takada Bashi for Fukushima ken | Sections of B-Rahmen | K.Inaba | 19310104 | M.Jinda | 19310115 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 31 | - | 30 | Design of Takada Bashi for Fukushima ken | Stress of Pier columns during transverse earthquake | K.Inaba | 19310105 | M.Jinda | 19310116 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 32 | - | 31 | Design of Takada Bashi for Fukushima ken | Stress of Pier columns during transverse earthquake (‘±) | K.Inaba | 19310105 | M.Jinda | 19310118 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 33 | - | 32 | Design of Takada Bashi for Fukushima ken | Stress of Pier Bent during transverse earthquake | K.Inaba | 19310105 | M.Jinda | 19310118 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 34 | - | 33 | Design of Takada Bashi for Fukushima ken | Stress of Pier Bent during transverse earthquake (‘±) | K.Inaba | 19310105 | M.Jinda | 19310118 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 35 | - | 34 | Design of Takada Bashi for Fukushima ken | Design of Column footing | K.Inaba | 19310118 | M.Jinda | 19310121 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 36 | - | 35 | Design of Takada Bashi for Fukushima ken | Design of Column footing (‘±) | K.Inaba | 19310118 | M.Jinda | 19310121 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 37 | - | 36 | Design of Takada Bashi for Fukushima ken | Design of Pier well | K.Inaba | 19310118 | M.Jinda | 19310121 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 38 | - | 37 | Design of Takada Bashi for Fukushima ken | Design of Pier well (‘±) | K.Inaba | 19310118 | M.Jinda | 19310122 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 39 | - | 38 | Design of Takada Bashi for Fukushima ken | Design of Pier well (‘±) | K.Inaba | 19310118 | M.Jinda | 19310122 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 40 | - | 39 | Design of Takada Bashi for Fukushima ken | Design of Pier well (‘±) | K.Inaba | 19310123 | M.Jinda | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 41 | - | 40 | Design of Takada Bashi for Fukushima ken | Design of Pier well (‘±) | K.Inaba | 19310123 | M.Jinda | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 42 | - | 41 | Design of Takada Bashi for Fukushima ken | Design of Abutment at Right approach | K.Inaba | 19310121 | M.Jinda | 19310123 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 43 | - | 42 | Design of Takada Bashi for Fukushima ken | Design of Parapet wall | K.Inaba | 19310121 | M.Jinda | 19310123 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 44 | - | 43 | Design of Takada Bashi for Fukushima ken | Design of wing wall | K.Inaba | 19310122 | M.Jinda | 19310123 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 45 | - | 44 | Design of Takada Bashi for Fukushima ken | Design of Shaft | K.Inaba | 19310122 | M.Jinda | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 46 | - | 45 | Design of Takada Bashi for Fukushima ken | Design of Shaft (‘±) | K.Inaba | 19310128 | M.Jinda | 19310130 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 47 | - | 46 | Design of Takada Bashi for Fukushima ken | Design of Shaft (‘±) | K.Inaba | 19310129 | M.Jinda | 19310130 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 48 | - | 47 | Design of Takada Bashi for Fukushima ken | Design of well for Abutment | K.Inaba | 19310123 | M.Jinda | 19310130 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 49 | - | 48 | Design of Takada Bashi for Fukushima ken | Design of well for Abutment (‘±) | K.Inaba | 19310123 | M.Jinda | 19310130 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 50 | - | 49 | Materials of Takada Bashi for Fukushima-ken | Materials, Concrete 1:2:4 Mixture | M.Kojima | 19310115 | M.Jinda | 19310119 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 51 | - | 50 | Materials of Takada Bashi for Fukushima-ken | Materials, Concrete 1:2:4 Mixture (‘±), ‰Ë\Þ—¿ (ˆêŒaŠÔ•ª) | M.Kojima | 19310115 | M.Jinda | 19310119 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 52 | - | 51 | Materials of Takada Bashi for Fukushima-ken | ‰Ë\Þ—¿ (ˆêŒaŠÔ•ª) (‘±), ã•”HŒ^˜g (—¼’[ŒaŠÔ) | M¥J•I¥M | 19310116 | M.K | 19310119 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 53 | - | 52 | Materials of Takada Bashi for Fukushima-ken | ã•”HŒ^˜g (—¼’[ŒaŠÔ) (‘±), Reinforcements (plain bars), Granolithic pavements, Cast iron Drain |
M¥K | 19310115 | M.J•I.M | 19310126 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 54 | - | 53 | Materials of Takada Bashi for Fukushima-ken | Mortar Finish, Handrails | M¥K | 19310115 | I.M | 19310126 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 55 | - | 54 | Materials of Takada Bashi for Fukushima-ken | Handrails (‘±), e’Œ (ˆê–{•ª) | M¥K | 19310108 | I.M | 19310126 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 56 | - | 55 | Materials of Takada Bashi for Fukushima-ken | e’Œ (‘±), ‘³‚—“ (ˆê‰ÓŠ•ª), Column with footing | M¥K | 19310113 | M.K | 19310113 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 57 | - | 56 | Materials of Takada Bashi for Fukushima-ken | Columns | M¥K | 19310126 | I.M | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 58 | - | 57 | Materials of Takada Bashi for Fukushima-ken | Columns (‘±) | M¥K | 19310126 | I.M | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 59 | - | 58 | Materials of Takada Bashi for Fukushima-ken | Pier wells for P3 to P26 | M¥K | 19310124 | F.Y | 19310127 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 60 | - | 59 | Materials of Takada Bashi for Fukushima-ken | Pier wells for P3 to P26 (‘±) | M¥K | 19310124 | F.Y&M.J | 19310126 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 61 | - | 60 | Materials of Takada Bashi for Fukushima-ken | Pier wells for P3 to P26 (‘±), ‹´‹r–xèw | M¥K&R¥I | 19310128 | M.J•M.K | 19310129 | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 62 | - | 61 | Materials of Takada Bashi for Fukushima-ken | Materials of abutment | M.Jinda | 19310126 | I. matano | 19310127 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 63 | - | 62 | Materials of Takada Bashi for Fukushima-ken | Materials of well | M.Jinda | 19310126 | I. matano | 19310127 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 64 | - | 63 | Materials of Takada Bashi for Fukushima-ken | Materials of well (‘±), Excavation for Abutment A1, Excavation for Abutment A2 |
M¥J•K¥I | 19310127 | I.M•J.M | 19310127 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 65 | - | 64 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 66 | - | 65 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ (‘±) | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 67 | - | 66 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ (‘±) | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 68 | - | 67 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ (‘±) | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 69 | - | 68 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ (‘±) | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 70 | - | 69 | Material list of Takata Bashi for Fukushima-ken | ƒgƒ‰ƒX|Þ (‘±) | I¥M | 19310115 | R.I | 19310117 | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 71 | - | ‡@ | Preliminary Design of Takata Bashi for Fukushima-ken | ŒvŽZ‰º‘‚« | K¥I | 19301220 | - | - | JN | •ûŠá | •’Ê | ‰”•M | ¢Preliminary Design ofv ‚ÍAÔ‘‚« |
| 72 | - | 0 | Preliminary Design of Takata Bashi for Fukushima-ken | ŒvŽZ‰º‘‚«, ‘¤–Ê} | K¥I | 19301220 | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 73 | - | ‡A | Takada Bashi | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 74 | - | ‡B | Takada Bashi | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 75 | - | 4 | Takada Bashi | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | - | 19301220 | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 76 | - | 5 | Takada Bashi | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | K¥I | 19301221 | - | - | JN | •ûŠá | •’Ê | ‰”•M | — –ʂɉ”•M‚Å’f–Ê} |
| 77 | - | 6 | - | ’f–ÊŒvŽZ | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 78 | - | 7 | Takada Bashi | ’f–Ê—Í} | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 79 | - | 8 | Takata Bashi | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | K¥I | 19301222 | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 80 | - | 9 | Takata Bashi | ’f–ÊŒvŽZA‚—“d—ÊŒvŽZ | K¥I | 19301222 | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 81 | - | 6 | - | Moment of inertia of Beams | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 82 | - | - | - | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 83 | - | ‡C | - | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | ŽæÁ |
| 84 | - | ‡CB | - | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | ŽæÁ |
| 85 | - | 18 | Design of Takata-Bashi for Saitama-ken | Summary of Dead Load moments, reaction and shears for outside Rahmen |
K.Inaba | 19301231 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ |
| 86 | - | 26 | Design of Takata-Bashi for Saitama-ken | Moment + Shear Diagram for B-Rahmen | K.Inaba | 19310103 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ |
| 87 | - | 27 | Design of Takata-Bashi for Saitama-ken | Design of Sections | K.Inaba | - | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ, “r’†‚©‚牔•M |
| 88 | - | 10 | Design of Takata-Bashi for Saitama-ken | ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) | K.Inaba | 19301226 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ |
| 89 | - | - | - | - | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | Ž©“®ŽÔ‰×d}‰º‘‚« –¢Š®¬ |
| 90 | - | - | Takada Bashi for Fukushima ken | Length of pier column | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 91 | - | - | - | ‚“c‹´e’Œ‹y‘³‚—“ | M.Jinda | 19300109 | - | - | JN | •ûŠá | •’Ê | ‰”•M | — –ʂɌvŽZ‰º‘‚« |
| 92 | - | - | - | ‘¤–Ê} | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 93 | - | - | Materials of Takada Bashi for Fukushima Ken | e’Œ (‘±), ‘³‚—“ (ˆê‰ÓŠ•ª) | M.Jinda | 19310113 | M.K | 19310113 | JN | •ûŠá | •’Ê | ‰”•M | ŽæÁ |
| 94 | - | - | Takada-Bashi | ”r…ad—ÊŒvŽZ | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 95 | - | - | Materials of Takada Bashi for Fukushima Ken | Floor Slab | M¥J | 19310111 | M.K | 19310113 | JE | •ûŠá | •’Ê | ‰”•M | |
| 96 | - | 1 | Materials of Takada Bashi for Fukushima Ken | Materials for Floor Slab | M.Jinda | 19310106 | M.K | 19310109 | JN | •ûŠá | •’Ê | ‰”•M | |
| 97 | - | - | - | Œ^˜g‹y‰Ë\ƒjŠÖƒXƒ‹Žd—l | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | —pކ‰¡Žg‚¢C˜a•¶c‘‚« |
| 98 | - | 35 | - | Reinforcements in footing | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 99 | - | 34 | Takada Bashi | Design of Column footing | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 100 | - | 34 | Design of Takada Bashi for Fukushima ken | Design of Pier well | K.Inaba | 19310105 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁC‰”•M‚ŃP[ƒ\ƒ“}ƒXƒPƒbƒ` |
| 101 | - | - | - | Earth pressure during Excavation | - | - | - | - | JN | •ûŠá | •’Ê | ‰”•M | |
| 102 | - | 46 | Design of Takada Bashi for Fukushima ken | Stability during Earthquake | - | - | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ |
| 103 | - | 45 | Design of Takada Bashi for Fukushima ken | Stress during Earthquake | - | - | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | ŽæÁ |
| 104 | - | - | Solution of 3 Span Rahmen with columns fixed at Base, and 1 Span Rahmen with overhanging Arms at both ends and columns fixed at Base |
•\ކ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 105 | - | 1 | - | 3 span - Rahmen of a Symmetrical construction, ƒ‰[ƒƒ“‚ÌŒvŽZ | K.Inaba | 19301202 | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 106 | - | 2 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 107 | - | 3 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 108 | - | 4 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | K.Inaba | 19301204 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 109 | - | 5 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | K.Inaba | 19301205 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 110 | - | 6 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | K.Inaba | 19301210 | - | - | JN | •ûŠá | •’Ê | ƒyƒ“ | |
| 111 | - | 7 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 112 | - | 8 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 113 | - | 9 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |
| 114 | - | 10 | - | ƒ‰[ƒƒ“‚ÌŒvŽZ | - | - | - | - | JE | •ûŠá | •’Ê | ƒyƒ“ | |