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25. ‘ºŽR‹´(2) (PDF/28.5MB)

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1 - - DESIGN@OF@MURAYAMA|BASHI
HIGHWAY&RAILWAY COMBINED FOR
NAGAO-KEN&NAGANO-ELECTRIC RY. CO.
•\ކ J. MASUDA 19240400 - - –³ - ÂÄ - DESIGNED BY J. MASUDA
ASSISTED BY MESSRS T.M. KISHIDA, K. KITAMURA, T. OGAWA AND K. OGUNI
APRIL 1924
2 - 1 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. ÝŒvðŒ - - - - –³ - ÂÄ -  
3 - 2 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. ÝŒvðŒ (‘±) - - - - –³ - ÂÄ -  
4 - 3 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of River span, Highway Floor, Concrete Floor - - - - –³ - ÂÄ -  
5 - 4 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. STRINGERS - - - - –³ - ÂÄ -  
6 - 5 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Electric Railway Stringers - - - - –³ - ÂÄ -  
7 - 6 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Floor Beam - - - - –³ - ÂÄ -  
8 - 7 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Floor Beam (‘±) - - - - –³ - ÂÄ -  
9 - 8 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. End Floor Beam - - - - –³ - ÂÄ -  
10 - 9 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Bottom Laterals, Upper Lateral Bracing - - - - –³ - ÂÄ -  
11 - 10 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Portal Bracing - - - - –³ - ÂÄ -  
12 - 11 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Main trusses - - - - –³ - ÂÄ -  
13 - 12 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Dead Load stresses, Live Load stresses - - - - –³ - ÂÄ -  
14 - 13 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
15 - 14 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
16 - 15 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
17 - 16 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
18 - 17 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
19 - 18 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Live Load stresses (‘±) - - - - –³ - ÂÄ -  
20 - 19 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Stresses and sections of Railway truss - - - - –³ - ÂÄ -  
21 - 20 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Stresses and sections of Highway Truss - - - - –³ - ÂÄ -  
22 - 21 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Sections of members - - - - –³ - ÂÄ -  
23 - 22 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Sections of members (‘±) - - - - –³ - ÂÄ -  
24 - 23 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of plate girder span for west approach - - - - –³ - ÂÄ -  
25 - 24 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Deck plate Girder span on west approach - - - - –³ - ÂÄ -  
26 - 25 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of highway Approach span - - - - –³ - ÂÄ -  
27 - - - ‰e‹¿ü (ƒ‚[ƒƒ“ƒg) - - - - –³ - ÂÄ - ܂螂Ý
28 - - - ‰e‹¿ü (‚¹‚ñ’f—Í) - - - - –³ - ÂÄ - ܂螂Ý
29 - - - ‰e‹¿ü (Žx“_”½—Í) - - - - –³ - ÂÄ - ܂螂Ý
30 - 26 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Floor slab, Design of main Beam, Center Beam - - - - –³ - ÂÄ -  
31 - 27 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Outside Beam - - - - –³ - ÂÄ -  
32 - 28 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Outside Beam (‘±) - - - - –³ - ÂÄ -  
33 - 29 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Summary of Dead and Live Load moments - - - - –³ - ÂÄ -  
34 - 30 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Summary of Dead and Live Load moments (‘±),
Summary for shears, Formulae for Reinforced Concrete T Beam
- - - - –³ - ÂÄ -  
35 - 31 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Formulae for Rectangular section - - - - –³ - ÂÄ -  
36 - 32 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Summary for stresses in Beams,
Seismic stability of Column at bottom for sliding support,
Seismic stability of column for fixed support
- - - - –³ - ÂÄ -  
37 - 33 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Bearing on soil - - - - –³ - ÂÄ -  
38 - 34 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Reinforced Concrete span for west approach,
Design of Outside beam
- - - - –³ - ÂÄ -  
39 - 35 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of substructure, River Piers 2-3-4-5-6 and 7 - - - - –³ - ÂÄ -  
40 - 36 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of substructure, River Piers 2-3-4-5-6 and 7 (‘±) - - - - –³ - ÂÄ -  
41 - 37 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Design of substructure, River Piers 2-3-4-5-6 and 7 (‘±) - - - - –³ - ÂÄ -  
42 - 38 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. River Piers No.1 & No.8 - - - - –³ - ÂÄ -  
43 - 39 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. River Piers No.1 & No.8 (‘±) - - - - –³ - ÂÄ -  
44 - 40 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. River Piers No.1 & No.8 (‘±) - - - - –³ - ÂÄ -  
45 - 41 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. River Piers No.1 & No.8 (‘±) - - - - –³ - ÂÄ -  
46 - 42 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Abutment of Suzaka Side - - - - –³ - ÂÄ -  
47 - 43 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Abutment of Suzaka Side (‘±) - - - - –³ - ÂÄ -  
48 - 44 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Abutment of Nagano Side - - - - –³ - ÂÄ -  
49 - 45 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Abutment of Nagano Side (‘±) - - - - –³ - ÂÄ -  
50 - 46 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Railway Pier - - - - –³ - ÂÄ -  
51 - 47 Final Design ‚‚† Murayama-bashi for nagano-ken and nagano-Electric Ry Co. Railway Pier (‘±) - - - - –³ - ÂÄ -  
52 - - LIST OF DRAWINGS FOR MURAYAMA-BASHI List of Drawing for MURAYAMA-BASHI - - - - –³ - ÂÄ -  
53 - - ‘ºŽR‹´Þ—¿’²‘@’·–쌧@’·–ì“d‹Cèd“¹Š”Ž®‰ïŽÐ •\ކ - - - - –³ - ÂÄ -  
54 - 1 - Railway Truss - - - - –³ - ÂÄ -  
55 - 2 - Railway Truss (‘±) - - - - –³ - ÂÄ -  
56 - 3 - Railway Truss (‘±) - - - - –³ - ÂÄ -  
57 - 4 - Railway Truss (‘±) - - - - –³ - ÂÄ -  
58 - 5 - Railway Truss (‘±) - - - - –³ - ÂÄ -  
59 - 6 - Highway Truss - - - - –³ - ÂÄ -  
60 - 7 - Highway Truss (‘±) - - - - –³ - ÂÄ -  
61 - 8 - Highway Truss (‘±) - - - - –³ - ÂÄ -  
62 - 9 - Highway Truss (‘±) - - - - –³ - ÂÄ -  
63 - 10 - Top Lateral, Portal Bracing, Sway Bracing - - - - –³ - ÂÄ -  
64 - 11 - Floor Beam, End Floor Beam - - - - –³ - ÂÄ -  
65 - 12 - Stringer, Railway Stringer, Bottom Lateral Bracing - - - - –³ - ÂÄ -  
66 - 13 - Shoes - - - - –³ - ÂÄ -  
67 - 14 - Thrust Frame - - - - –³ - ÂÄ -  
68 - 15 - Curb shoes, Piers Nos. 2-3-4-5-6-7,
Exp. Shoes of Concrete Girder
- - - - –³ - ÂÄ -  
69 - 16 - Bottom shoes, Expansion Joints - - - - –³ - ÂÄ -  
70 - 17 - Summary of Reinforcements - - - - –³ - ÂÄ -  
71 - 18 - Piers Nos. 1.8 - - - - –³ - ÂÄ -  
72 - 19 - Piers Nos. 2.3.4, Piers Nos. 5.6.7 - - - - –³ - ÂÄ -  
73 - 20 - Piers Nos. 5.6.7 (‘±) - - - - –³ - ÂÄ -  
74 - 21 - Inside Girder, Outside Girder - - - - –³ - ÂÄ -  
75 - 22 - West Approach Concrete Girder - - - - –³ - ÂÄ -  
76 - 23 - Handrail on Concrete span, Handrail on West Approach span, Handrail on Truss span - - - - –³ - ÂÄ -  
77 - 24 - Bents, East Approach for Highway - - - - –³ - ÂÄ -  
78 - 25 - West Abutment for Highway, East Abutment for Railway,
West Abutment for Railway
- - - - –³ - ÂÄ -  
79 - 26 - Summary of Concrete Volume - - - - –³ - ÂÄ -  
80 - 27 - Summary of Concrete Volume (‘±) - - - - –³ - ÂÄ -  
81 - 28 - End Pier - - - - –³ - ÂÄ -  
82 - 29 - Intermediate Pier - - - - –³ - ÂÄ -  
83 - 30 - Slab at River Spans - - - - –³ - ÂÄ -  
84 - 31 - Center Girder (West Approach Span) No.1 - - - - –³ - ÂÄ -  
85 - 32 - West Approach Span No.2 - - - - –³ - ÂÄ -  
86 - 33 - Handrail on Truss span,
Handrail on East Approach Concrete span
- - - - –³ - ÂÄ -  
87 - 34 - Handrail on West Approach concrete Span - - - - –³ - ÂÄ -  
88 - 35 - Pedestal, Pedestal Support for East Abutment - - - - –³ - ÂÄ -  
89 - 36 - Bents - - - - –³ - ÂÄ -  
90 - 37 - Bents (‘±) - - - - –³ - ÂÄ -  
91 - 38 - West Abutment for Highway - - - - –³ - ÂÄ -  
92 - 39 - East Abutment for Railway - - - - –³ - ÂÄ -  
93 - 40 - Approach Pier for Railway - - - - –³ - ÂÄ -  
94 - 41 - West Abutment for Railway, East Abutment for Railway - - - - –³ - ÂÄ -  
95 - 42 - Summary - - - - –³ - ÂÄ -  
96 - 43 - “à–ó - - - - –³ - ÂÄ -  
97 - 44 - “à–ó (‘±) - - - - –³ - ÂÄ -  
98 - 45 - “à–ó (‘±) - - - - –³ - ÂÄ -  
99 - 46 - “à–ó (‘±) - - - - –³ - ÂÄ -  
100 - 47 - “à–ó (‘±) - - - - –³ - ÂÄ -  
101 - 48 - “à–ó (‘±) - - - - –³ - ÂÄ -  
102 - 49 - l‘¢Žd㇌v - - - - –³ - ÂÄ -  
103 - 50 - “à–ó - - - - –³ - ÂÄ -  
104 - 51 - “à–ó (‘±) - - - - –³ - ÂÄ -  
105 - 52 - “à–ó (‘±), Mortar finish - - - - –³ - ÂÄ -  
106 - 53 - Excavation - - - - –³ - ÂÄ -