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79. ‰¹‰HŒ×ü‹´ (PDF/157.2MB)

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‰¹‰HŒ×ü‹´ÝŒvŒvŽZ‘@ã•”HŽ–”VÝŒv
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2 - 1 ‰¹‰HŒ×ü‹´ ÝŒvðŒ J. M. 19370816 K. I. 19370825 SJ - ÂÄ -  
3 - 2 ‰¹‰HŒ×ü‹´ ÝŒvðŒ (‘±) J. M. 19370816 K. I. 19370825 SJ - ÂÄ -  
4 - 3 ‰¹‰HŒ×ü‹´ Cross section of the brigdge, Design of Floor slab K. I. 19370629 J. M. 19370817 G - ÂÄ -  
5 - 4 ‰¹‰HŒ×ü‹´ Design of Floor slab (‘±) K. I. 19370630 J. M. 19370817 G - ÂÄ -  
6 - 5 ‰¹‰HŒ×ü‹´ Design of Floor slab (‘±) K. I. 19370630 J. M. 19370817 G - ÂÄ -  
7 - 6 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span K. I. 19370701 J. M. 19370817 G - ÂÄ -  
8 - 7 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ -  
9 - 8 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ -  
10 - 9 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ -  
11 - 10 ‰¹‰HŒ×ü‹´ Bending moment diagram of main girder (No.4`No.8 inclusive) K. I. 19370701 J. M. 19370818 G - ÂÄ -  
12 - 11 ‰¹‰HŒ×ü‹´ Approximate weight of main girders K. I. 19370702 J. M. 19370818 G - ÂÄ -  
13 - 12 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.3 K. I. 19370702 J. M. 19370818 G - ÂÄ -  
14 - 13 ‰¹‰HŒ×ü‹´ Bending moment diagram of main girder No.3 K. I. 19370702 J. M. 19370818 G - ÂÄ -  
15 - 14 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.2 K. I. 19370702 J. M. 19370818 G - ÂÄ -  
16 - 15 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.1 K. I. 19370702 J. M. 19370818 G - ÂÄ -  
17 - 16 ‰¹‰HŒ×ü‹´ Design of Main Girders for Right side span K. I. 19370702 J. M. 19370818 G - ÂÄ -  
18 - 17 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.4 to No.8 inclusive K. I. 19370703 J. M. 19370818 G - ÂÄ -  
19 - 18 ‰¹‰HŒ×ü‹´ Approximate weight of main girders No.4 to No.8 inclusive K. I. 19370703 J. M. 19370818 G - ÂÄ -  
20 - 19 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.3 K. I. 19370703 J. M. 19370818 G - ÂÄ -  
21 - 20 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.2 K. I. 19370703 J. M. 19370818 G - ÂÄ -  
22 - 21 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span K. I. 19370703 J. M. 19370818 G - ÂÄ -  
23 - 22 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span (‘±) K. I. 19370703 J. M. 19370819 G - ÂÄ -  
24 - 23A ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span (‘±),
Lateral Bracings for Right side span
K. I. 19300705 J. M. 19370820 G - ÂÄ -  
25 - 23B ‰¹‰HŒ×ü‹´ Design of Rahmen for Center span with cantilever arms K. I. 19370705 J. M. 19370820 G - ÂÄ -  
26 - 24 ‰¹‰HŒ×ü‹´ Design of Rahmen for Center span with cantilever arms (‘±),
Design of Roadway Rahmen
K. I. 19370705 J. M. 19370820 G - ÂÄ -  
27 - 25 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19300706 J. M. 19370820 G - ÂÄ -  
28 - 26 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370706 J. M. 19370820 G - ÂÄ -  
29 - 27 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370706 J. M. 19370820 G - ÂÄ -  
30 - 28 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ -  
31 - 29 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ -  
32 - 30 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ -  
33 - 31 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ -  
34 - 32 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370821 G - ÂÄ -  
35 - 33 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370708 J. M. 19370820 G - ÂÄ -  
36 - 34 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370708 J. M. 19370820 G - ÂÄ -  
37 - 35 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370709 J. M. 19370820 G - ÂÄ -  
38 - 36 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370716 J. M. 19370820 G - ÂÄ -  
39 - 37 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370724 J. M. 19370820 G - ÂÄ -  
40 - 38 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370724 J. M. 19370820 G - ÂÄ -  
41 - 39 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) K. I. 19370716 J. M. 19370820 G - ÂÄ -  
42 - 40 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370717 J. M. 19370820 G - ÂÄ -  
43 - 41 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370717 J. M. 19370825 G - ÂÄ -  
44 - 42 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370717 J. M. 19370825 G - ÂÄ -  
45 - 43 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370719 J. M. 19370825 G - ÂÄ -  
46 - 44 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370719 J. M. 19370825 G - ÂÄ -  
47 - 45 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370719 J. M. 19370825 G - ÂÄ -  
48 - 46 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370720 J. M. 19370825 G - ÂÄ -  
49 - 47 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370720 J. M. 19370826 G - ÂÄ -  
50 - 48 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370720 J. M. 19370826 G - ÂÄ -  
51 - 49 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370721 J. M. 19370826 G - ÂÄ -  
52 - 50 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370721 J. M. 19370826 G - ÂÄ -  
53 - 51 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370721 J. M. 19370826 G - ÂÄ -  
54 - 52 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.2) (‘±) K. I. 19370721 J. M. 19370826 G - ÂÄ -  
55 - 53 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) K. I. 19370721 J. M. 19370826 G - ÂÄ -  
56 - 54 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370722 J. M. 19370826 G - ÂÄ -  
57 - 55 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370722 J. M. 19370826 G - ÂÄ -  
58 - 56 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370722 J. M. 19370826 G - ÂÄ -  
59 - 57 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370722 J. M. 19370826 G - ÂÄ -  
60 - 58 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370723 J. M. 19370826 G - ÂÄ -  
61 - 59 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370723 J. M. 19370826 G - ÂÄ -  
62 - 60 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370723 J. M. 19370826 G - ÂÄ -  
63 - 61 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370723 J. M. 19370826 G - ÂÄ -  
64 - 62 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370724 J. M. 19370826 G - ÂÄ -  
65 - 63 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370724 J. M. 19370826 G - ÂÄ -  
66 - 64 ‰¹‰HŒ×ü‹´ Design of Sidewalk Rahmen (No.1) (‘±) K. I. 19370724 J. M. 19370826 G - ÂÄ -  
67 - 65 ‰¹‰HŒ×ü‹´ Approximate weight of Roadway Rahmen (No.3 to No.8 inclusive) K. I. 19370726 J. M. 19370827 G - ÂÄ -  
68 - 66 ‰¹‰HŒ×ü‹´ Approximate weight of Roadway Rahmen (‘±) K. I. 19370726 J. M. 19370827 G - ÂÄ -  
69 - 67 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Center span with arms K. I. 19370726 J. M. 19370827 G - ÂÄ -  
70 - 68 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Center span with arms (‘±) K. I. 19370726 J. M. 19370827 G - ÂÄ -  
71 - 69 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Center span with arms (‘±) K. I. 19370726 J. M. 19370827 G - ÂÄ -  
72 - 70 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Center span with arms (‘±),
Summary of structural steel for the entire bridge
K. I. 19370727 J. M. 19370827 G - ÂÄ -  
73 - 71 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen K. I. 19370727 M. J. 19370728 G - ÂÄ -  
74 - 72 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370727 M. J. 19370728 G - ÂÄ -  
75 - 73 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) M. J. 19370728 K. I. 19370728 G - ÂÄ -  
76 - 74 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) M. J. 19370728 K. I. 19370728 G - ÂÄ -  
77 - 75 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) M. J. 19370729 K. I. 19370729 G - ÂÄ -  
78 - 76 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370729 S. M. 19370730 G - ÂÄ - ƸŽÒƒTƒCƒ“‚ÍuS. U.v ‚Æ‚à“ǂ߂éB
79 - 77 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370729 S. M. 19370730 G - ÂÄ -  
80 - 78 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370729 S. M. 19370730 G - ÂÄ -  
81 - 79 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370730 S. M. 19370731 G - ÂÄ -  
82 - 80 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370730 S. M. 19370731 G - ÂÄ -  
83 - 81 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370730 S. M. 19370731 G - ÂÄ -  
84 - 82 ‰¹‰HŒ×ü‹´ Deflection of the Rahmen (‘±) K. I. 19370730 S. M. 19370731 G - ÂÄ -  
85 - 1 ‰¹‰HŒ×ü‹´ Calculation of influence surface of center span M. J. 19371013 - - G - ÂÄ -  
86 - 2 ‰¹‰HŒ×ü‹´ Calculation of influence surface of center span (‘±) M. J. 19371013 - - G - ÂÄ -  
87 - 3 ‰¹‰HŒ×ü‹´ Calculation of influence surface of center span (‘±) M. J. 19371013 - - G - ÂÄ -  
88 - 4 ‰¹‰HŒ×ü‹´ Calculation of influence surface of center span (‘±) M. J. 19371013 - - G - ÂÄ -  
89 - 5 ‰¹‰HŒ×ü‹´ Calculation of influence surface of sidewalk Rahmen (No.2) M. J. 19371013 - - G - ÂÄ -  
90 - 6 ‰¹‰HŒ×ü‹´ Calculation of influence surface of sidewalk Rahmen (No.2) (‘±) M. J. 19371014 - - G - ÂÄ -  
91 - 7 ‰¹‰HŒ×ü‹´ Calculation of influence surface of sidewalk Rahmen (No.2) (‘±) M. J. 19371014 - - G - ÂÄ -  
92 - 8 ‰¹‰HŒ×ü‹´ Summary of stresses for Roadway Rahmen (No.4`8 inclusive) M. J. 19371015 - - G - ÂÄ -  
93 - 9 ‰¹‰HŒ×ü‹´ Summary of thrust for Roadway Rahmen (No.4`8 inclusive) M. J. 19371015 - - G - ÂÄ -  
94 - 10 ‰¹‰HŒ×ü‹´ Summary of reaction for Roadway Rahmen (No.4`8 inclusive) M. J. 19371018 - - G - ÂÄ -  
95 - 11 ‰¹‰HŒ×ü‹´ Summary of reaction for Roadway Rahmen (No.4`8 inclusive) (‘±) M. J. 19371018 - - G - ÂÄ -  
96 - 12 ‰¹‰HŒ×ü‹´ Bending moment diagram of Roadway Rahmen (No.4`8 inclusive) M. J. 19371018 - - G - ÂÄ -  
97 - 13 ‰¹‰HŒ×ü‹´ Summary of stresses of sidewalk Rahmen (No.1) M. J. 19371019 - - G - ÂÄ -  
98 - 14 ‰¹‰HŒ×ü‹´ Summary of horizontal thrust for sidewalk Rahmen (No.1) M. J. 19371019 - - G - ÂÄ -  
99 - 15 ‰¹‰HŒ×ü‹´ Summary of vertical reaction VA for sidewalk Rahmen (No.1) M. J. 19371019 - - G - ÂÄ -  
100 - 16 ‰¹‰HŒ×ü‹´ Summary of vertical reaction VD for sidewalk Rahmen (No.1) M. J. 19371019 - - G - ÂÄ -  
101 - 17 ‰¹‰HŒ×ü‹´ Bending moment diagram of Sidewalk Rahmen (No.1) M. J. 19371019 - - G - ÂÄ -  
102 - 18 ‰¹‰HŒ×ü‹´ Summary of stresses for Sidewalk Rahmen (No.2) M. J. 19371020 - - G - ÂÄ -  
103 - 19 ‰¹‰HŒ×ü‹´ Summary of horizontal thrust for sidewalk Rahmen (No.2) M. J. 19371020 - - G - ÂÄ -  
104 - 20 ‰¹‰HŒ×ü‹´ Summary of vertical reaction VA for sidewalk Rahmen (No.2) M. J. 19371020 - - G - ÂÄ -  
105 - 21 ‰¹‰HŒ×ü‹´ Summary of vertical reaction VD for sidewalk Rahmen (No.2) M. J. 19371020 - - G - ÂÄ -  
106 - 22 ‰¹‰HŒ×ü‹´ Bending moment diagram of Sidewalk Rahmen (No.2) M. J. 19371020 - - G - ÂÄ -  
107 - - º˜a\“ñ”N”ªŒŽ@“sŽsŒv‰æŠ²ü“¹˜H•úŽË‘攪†
‰¹‰HŒ×ü‹´ÝŒvŒvŽZ‘@‹´‘ä‹´‹r”VÝŒv
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108 - 1 ‰¹‰HŒ×ü‹´ ÝŒvðŒ J. M. 19370816 K. I. 19370825 SJ - ÂÄ - 2‚Æ“¯‚¶
109 - 2 ‰¹‰HŒ×ü‹´ ÝŒvðŒ (‘±) J. M. 19370816 K. I. 19370825 SJ - ÂÄ - 3‚Æ“¯‚¶
110 - 3 ‰¹‰HŒ×ü‹´ Cross section of the brigdge, Design of Floor slab K. I. 19370629 J. M. 19370817 G - ÂÄ - 4‚Æ“¯‚¶
111 - 4 ‰¹‰HŒ×ü‹´ Design of Floor slab (‘±) K. I. 19370630 J. M. 19370817 G - ÂÄ - 5‚Æ“¯‚¶
112 - 5 ‰¹‰HŒ×ü‹´ Design of Floor slab (‘±) K. I. 19370630 J. M. 19370817 G - ÂÄ - 6‚Æ“¯‚¶
113 - 6 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span K. I. 19370701 J. M. 19370817 G - ÂÄ - 7‚Æ“¯‚¶
114 - 7 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ - 8‚Æ“¯‚¶
115 - 8 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ - 9‚Æ“¯‚¶
116 - 9 ‰¹‰HŒ×ü‹´ Design of main Girder for Left side span (‘±) K. I. 19370701 J. M. 19370817 G - ÂÄ - 10‚Æ“¯‚¶
117 - 10 ‰¹‰HŒ×ü‹´ Bending moment diagram of main girder (No.4`No.8 inclusive) K. I. 19370701 J. M. 19370818 G - ÂÄ - 11‚Æ“¯‚¶
118 - 11 ‰¹‰HŒ×ü‹´ Approximate weight of main girders K. I. 19370702 J. M. 19370818 G - ÂÄ - 12‚Æ“¯‚¶
119 - 12 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.3 K. I. 19370702 J. M. 19370818 G - ÂÄ - 13‚Æ“¯‚¶
120 - 13 ‰¹‰HŒ×ü‹´ Bending moment diagram of main girder No.3 K. I. 19370702 J. M. 19370818 G - ÂÄ - 14‚Æ“¯‚¶
121 - 14 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.2 K. I. 19370702 J. M. 19370818 G - ÂÄ - 15‚Æ“¯‚¶
122 - 15 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.1 K. I. 19370702 J. M. 19370818 G - ÂÄ - 16‚Æ“¯‚¶
123 - 16 ‰¹‰HŒ×ü‹´ Design of Main Girders for Right side span K. I. 19370702 J. M. 19370818 G - ÂÄ - 17‚Æ“¯‚¶
124 - 17 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.4 to No.8 inclusive K. I. 19370703 J. M. 19370818 G - ÂÄ - 18‚Æ“¯‚¶
125 - 18 ‰¹‰HŒ×ü‹´ Approximate weight of main girders No.4 to No.8 inclusive K. I. 19370703 J. M. 19370818 G - ÂÄ - 19‚Æ“¯‚¶
126 - 19 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.3 K. I. 19370703 J. M. 19370818 G - ÂÄ - 20‚Æ“¯‚¶
127 - 20 ‰¹‰HŒ×ü‹´ Stress calculation of main girder No.2 K. I. 19370703 J. M. 19370818 G - ÂÄ - 21‚Æ“¯‚¶
128 - 21 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span K. I. 19370703 J. M. 19370818 G - ÂÄ - 22‚Æ“¯‚¶
129 - 22 ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span (‘±) K. I. 19370703 J. M. 19370819 G - ÂÄ - 23‚Æ“¯‚¶
130 - 23A ‰¹‰HŒ×ü‹´ Design of Lateral Bracings for Left side span (‘±),
Lateral Bracings for Right side span
K. I. 19300705 J. M. 19370820 G - ÂÄ - 24‚Æ“¯‚¶
131 - 23B ‰¹‰HŒ×ü‹´ Design of Rahmen for Center span with cantilever arms K. I. 19370705 J. M. 19370820 G - ÂÄ - 25‚Æ“¯‚¶
132 - 24 ‰¹‰HŒ×ü‹´ Design of Rahmen for Center span with cantilever arms (‘±),
Design of Roadway Rahmen
K. I. 19370705 J. M. 19370820 G - ÂÄ - 26‚Æ“¯‚¶
133 - 25 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19300706 J. M. 19370820 G - ÂÄ - 27‚Æ“¯‚¶
134 - 26 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370706 J. M. 19370820 G - ÂÄ - 28‚Æ“¯‚¶
135 - 27 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370706 J. M. 19370820 G - ÂÄ - 29‚Æ“¯‚¶
136 - 28 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ - 30‚Æ“¯‚¶
137 - 29 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ - 31‚Æ“¯‚¶
138 - 30 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ - 32‚Æ“¯‚¶
139 - 31 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370820 G - ÂÄ - 33‚Æ“¯‚¶
140 - 32 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370707 J. M. 19370821 G - ÂÄ - 34‚Æ“¯‚¶
141 - 33 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370708 J. M. 19370820 G - ÂÄ - 35‚Æ“¯‚¶
142 - 34 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370708 J. M. 19370820 G - ÂÄ - 36‚Æ“¯‚¶
143 - 35 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370709 J. M. 19370820 G - ÂÄ - 37‚Æ“¯‚¶
144 - 36 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370716 J. M. 19370820 G - ÂÄ - 38‚Æ“¯‚¶
145 - 37 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370724 J. M. 19370820 G - ÂÄ - 39‚Æ“¯‚¶
146 - 38 ‰¹‰HŒ×ü‹´ Design of Roadway Rahmen (‘±) K. I. 19370724 J. M. 19370820 G - ÂÄ - 40‚Æ“¯‚¶
147 - 83 ‰¹‰HŒ×ü‹´ Design of Left Pier K. I. 19300710 J. M. 19370822 G - ÂÄ -  
148 - 84 ‰¹‰HŒ×ü‹´ Stability of Pier K. I. 19300710 J. M. 19370822 G - ÂÄ -  
149 - 85 ‰¹‰HŒ×ü‹´ Stability of Pier (‘±) K. I. 19300710 J. M. 19370822 G - ÂÄ -  
150 - 86 ‰¹‰HŒ×ü‹´ Design of Left Abutment, Design of Parapet wall K. I. 19300710 J. M. 19370822 G - ÂÄ -  
151 - 87 ‰¹‰HŒ×ü‹´ Design of Front wall K. I. 19300712 J. M. 19370823 G - ÂÄ -  
152 - 88 ‰¹‰HŒ×ü‹´ Design of Counterfort wall under roadway K. I. 19300712 J. M. 19370823 G - ÂÄ -  
153 - 89 ‰¹‰HŒ×ü‹´ Design of Counterfort wall under roadway (‘±) K. I. 19300712 J. M. 19370824 G - ÂÄ -  
154 - 90 ‰¹‰HŒ×ü‹´ Design of Counterfort wall under roadway (‘±) K. I. 19300713 J. M. 19370824 G - ÂÄ -  
155 - 91 ‰¹‰HŒ×ü‹´ Stability of Abutment K. I. 19300713 J. M. 19370824 G - ÂÄ -  
156 - 92 ‰¹‰HŒ×ü‹´ Stability of Abutment (‘±) K. I. 19300713 J. M. 19370824 G - ÂÄ -  
157 - 93 ‰¹‰HŒ×ü‹´ Stability of Abutment (‘±), Design of Cantilever footing at toe K. I. 19300714 J. M. 19370824 G - ÂÄ -  
158 - 94 ‰¹‰HŒ×ü‹´ Design of Cantilever footing at toe (‘±), Design of Rear footing K. I. 19300715 J. M. 19370825 G - ÂÄ -  
159 - 95 ‰¹‰HŒ×ü‹´ Design of Rear footing (‘±),
Reinforcements for Abutment under roadway
K. I. 19300715 J. M. 19370825 G - ÂÄ -  
160 - 96 ‰¹‰HŒ×ü‹´ Design of wing wall K. I. 19300716 J. M. 19370825 G - ÂÄ -  
161 - - º˜a\“ñ”N\ŒŽ@“sŽsŒv‰æŠ²ü“¹˜H•úŽË‘攪†
‰¹‰HŒ×ü‹´ã•”HŽ–Þ—¿’²‘
•\ކ - - - - G - ÂÄ -  
162 Þ 1 ‰¹‰HŒ×ü‹´ List of Materials for Deck construction K. I. 19300921 M. J. 19371011 G - ÂÄ -  
163 Þ 2 ‰¹‰HŒ×ü‹´ List of Materials for Deck construction (‘±) K. I. 19300922 M. J. 19371011 G - ÂÄ -  
164 Þ 3 ‰¹‰HŒ×ü‹´ List of Materials for Deck construction (‘±) K. I. 19300922 M. J. 19371012 G - ÂÄ -  
165 Þ 4 ‰¹‰HŒ×ü‹´ List of Materials for Handrails K. I. 19300923 M. J. 19371012 G - ÂÄ -  
166 Þ 5 ‰¹‰HŒ×ü‹´ List of Materials for Handrails (‘±) K. I. 19300923 M. J. 19371012 G - ÂÄ -  
167 Þ 6 ‰¹‰HŒ×ü‹´ List of structural steel M. Jinda 19300928 K. Inaba 19371008 G - ÂÄ -  
168 Þ 7 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300928 K. Inaba 19371008 G - ÂÄ -  
169 Þ 8 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300928 K. Inaba 19371008 G - ÂÄ -  
170 Þ 9 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300928 K. Inaba 19371008 G - ÂÄ -  
171 Þ 10 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300928 K. Inaba 19371008 G - ÂÄ -  
172 Þ 11 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
173 Þ 12 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
174 Þ 13 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
175 Þ 14 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
176 Þ 15 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
177 Þ 16 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
178 Þ 17 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300929 K. Inaba 19371008 G - ÂÄ -  
179 Þ 18 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371008 G - ÂÄ -  
180 Þ 19 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
181 Þ 20 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
182 Þ 21 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
183 Þ 22 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
184 Þ 23 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
185 Þ 24 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
186 Þ 25 ‰¹‰HŒ×ü‹´ List of structural steel (‘±) M. Jinda 19300930 K. Inaba 19371009 G - ÂÄ -  
187 Þ 26 ‰¹‰HŒ×ü‹´ Materials for Expansion Joints M. Jinda 19300925 K. Inaba 19371005 G - ÂÄ -  
188 Þ 27 ‰¹‰HŒ×ü‹´ Materials for Expansion Joints (‘±),
Material for Construction Joint
M. Jinda 19300925 K. Inaba 19371005 G - ÂÄ -  
189 Þ 28 ‰¹‰HŒ×ü‹´ Material for Construction Joint (‘±) M. Jinda 19300925 K. Inaba 19371005 G - ÂÄ -  
190 Þ 29 ‰¹‰HŒ×ü‹´ Material for Construction Joint (‘±) M. Jinda 19300925 K. Inaba 19371005 G - ÂÄ -  
191 - - º˜a\“ñ”N”ªŒŽ@“sŽsŒv‰æŠ²ü“¹˜H•úŽË‘攪†
‰¹‰HŒ×ü‹´‹´‘ä‹y‹´‹rÞ—¿’²‘
•\ކ - - - - G - ÂÄ -  
192 Þ 1 ‰¹‰HŒ×ü‹´ List of Materials, Materials for Pier P1 K. I. 19370818 M. J. 19370825 G - ÂÄ -  
193 Þ 2 - Materials for Pier P2 K. I. 19370819 M. J. 19370825 G - ÂÄ -  
194 Þ 3 - Materials for Abutment A1 K. I. 19370819 M. J. 19370826 G - ÂÄ -  
195 Þ 4 - Materials for Abutment A1 (‘±) K. I. 19370820 M. J. 19370826 G - ÂÄ -  
196 Þ 5 - Materials for Abutment A1 (‘±) K. I. 19370820 M. J. 19370827 G - ÂÄ -  
197 Þ 6 - Materials for Abutment A2 K. I. 19370821 M. J. 19370827 G - ÂÄ -  
198 Þ 7 - Materials for Abutment A2 (‘±) K. I. 19370821 M. J. 19370827 G - ÂÄ -  
199 Þ 8 - Materials for Abutment A2 (‘±) K. I. 19370823 M. J. 19370827 G - ÂÄ -