‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘
17. “Œ‹ž‚‘¬“S“¹Š”Ž®‰ïŽÐEiÔ〈•t’âŽÔêj (PDF/4MB)
| ’Ê”Ô | File | page | •W‘è | “à—e | ÝŒv | Ƹ | —pކ | ”õl | |||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| –¼‘O | “ú•t | –¼‘O | “ú•t | ŽÐˆó | Œrü | Ž†Ž¿ | ƒyƒ“ | ||||||
| 1 | - | - | (1) Ô〈•t’âŽÔê@㉺“ñ’iŽ®”ŸŒ^è©“¹@A1@ “y”íŽOEŒÜ•Ä@Ž©‘æˆê•ÅŽŠ‘æ“ñ\”ª•Å “ñ\”ªâ³ |
•\ކ | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | — ކ |
| 2 | - | - | (2)@㉺“ñ’iŽ®”ŸŒ^è©“¹@A1@ “y”íŽOEZ•Ä@Ž©‘æ“ñ\‹ã•ÅŽŠ‘æŒÜ\ŒÜ•Å@“ñ\Žµâ³ |
•\ކ | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | — ކ |
| 3 | - | - | (3) ‹ÈC“ñDŒÜ ’nk–¢’ù³ƒm•ª@Ô〈•t’âŽÔê@ ㉺“ñ’iŽ®”ŸŒ^è©“¹ÝŒv‘@’f–ÊA1†“y”í“ñEŒÜ•Ä@ Ž©ŒÜ\˜Z•ÅŽŠ”ª\ˆê•Å@“ñ\˜Zâ³ |
•\ކ | - | - | - | - | - | - | - | ‰”•M | 2‚Ì— –Ê, u‹ÈC“ñDŒÜ ’nk–¢’ù³ƒm•ªv‚ÍÔ‰”•M‘‚« |
| 4 | - | - | - | Box ’f–Ê} | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | 1‚Ì— –Ê |
| 5 | - | - | - | ƒ‰[ƒƒ“œ‘g} | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 6 | - | - | - | ƒ‰[ƒƒ“œ‘g} | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 7 | - | - | - | ‰ž—ÍŒvŽZ | - | - | - | - | SN | –³’n | •’Ê | ‰”•M | |
| 8 | (3) | 72 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Seismic Stresses | K¥I | 19351008 | - | - | G | •ûŠá | “§–¾ | ‰”•M | u’†°DL –¢’ù³v‚Ì‹Lq |
| 9 | (3) | 73 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Determination of ƒÄfor each panel point | K¥I | 19351008 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 10 | (3) | 74 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Moment at each panel point, Shears | K¥I | 19351008 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 11 | (3) | 75 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Shears (‘±), Axial Thrust in each member, Moment at any point in each member |
K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 12 | (3) | 76 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Moment at any point in each member (‘±) | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 13 | (3) | 77 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Bending moment and shear diagrams | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 14 | (3) | 78 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Seismic Unit stresses | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 15 | (3) | 79 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Seismic Unit stresses (‘±) | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 16 | (3) | 80 | ㉺“ñ’iŽ®E”ŸŒ^è©“¹@’f–ÊA1†@“y”í@‚QD‚T•Ä | Seismic Unit stresses (‘±) | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 17 | - | - | Ô〈•t’âŽÔê ㉺“ñ’iŽ®”ŸŒ^è©“¹@ èc‹ØŠÜ—L—ÊŠTŽZ‘@ |
•\ކ | - | - | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 18 | - | 1 | Ô〈•t’âŽÔê ㉺“ñ’iŽ®E”ŸŒ^è©“¹@ | èc‹Ø—ÊŠTŽZ‘, “ÁA1†“y”í2.5•Ä (‰„’·ˆê•ăj•tƒL) | K¥I | 19351212 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 19 | - | 2 | - | “ÁA2Œ^ | K¥I | 19351212 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 20 | - | 3 | - | “ÁA2Œ^ (‘±) | K¥I | 19351213 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 21 | - | 4 | - | “ÁA3Œ^ | K¥I | 19351213 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 22 | - | 5 | - | “ÁA3Œ^ (‘±) | K¥I | 19351215 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 23 | - | 6 | - | “ÁA4ƒmˆêŒ^ | K¥I | 19351217 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 24 | - | 7 | - | “ÁA4ƒmˆêŒ^ (‘±) | K¥I | 19351217 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 25 | - | 8 | - | “ÁA5Œ^ƒm(“ñ) | K¥I | 19351216 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 26 | - | 9 | - | “ÁA5Œ^ƒm(“ñ) (‘±) | K¥I | 19351216 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 27 | - | 10 | - | “ÁA6† | K¥I | 19351216 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 28 | - | 11 | - | “ÁA6† (‘±) | K¥I | 19351216 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 29 | - | 12 | - | “ÁA7† | K¥I | 19351217 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 30 | - | 13 | - | “ÁA7† (‘±) | K¥I | 19351217 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |