‘�“c�~Ž�ŠÖŒWŽ‘—¿�@�ÝŒvŒvŽZ�‘
17. “Œ‹ž�‚‘¬“S“¹Š”Ž®‰ïŽÐ�E�i�Ô�〈•t’âŽÔ�ê�j (PDF/4MB)
| ’Ê”Ô | File | page | •W‘è | “à—e | �ÝŒv | �Æ�¸ | —pކ | ”õ�l | |||||
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| –¼‘O | “ú•t | –¼‘O | “ú•t | ŽÐˆó | Œr�ü | Ž†Ž¿ | ƒyƒ“ | ||||||
| 1 | - | - | (1) �Ô�〈•t’âŽÔ�ê�@�㉺“ñ’iŽ®”ŸŒ^è©“¹�@A1�@ “y”íŽO�EŒÜ•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”íŽO�E�Z•Ä�@Ž©‘æ“ñ�\‹ã•ÅŽŠ‘æŒÜ�\ŒÜ•Å�@“ñ�\Žµâ³ |
•\ކ | - | - | - | - | SN | –³’n | •�’Ê | ‰”•M | — ކ |
| 3 | - | - | (3) ‹ÈC“ñ�DŒÜ ’n�k–¢’ù�³ƒm•ª�@�Ô�〈•t’âŽÔ�ê�@ �㉺“ñ’iŽ®”ŸŒ^è©“¹�ÝŒv�‘�@’f–ÊA1�†“y”í“ñ�EŒÜ•Ä�@ Ž©ŒÜ�\˜Z•ÅŽŠ”ª�\ˆê•Å�@“ñ�\˜Zâ³ |
•\ކ | - | - | - | - | - | - | - | ‰”•M | 2‚Ì— –Ê, �u‹ÈC“ñ�DŒÜ ’n�k–¢’ù�³ƒm•ª�v‚Í�Ô‰”•M�‘‚« |
| 4 | - | - | - | Box ’f–Ê�} | - | - | - | - | SN | –³’n | •�’Ê | ‰”•M | 1‚Ì— –Ê |
| 5 | - | - | - | ƒ‰�[ƒ�ƒ“�œ‘g�} | - | - | - | - | SN | –³’n | •�’Ê | ‰”•M | |
| 6 | - | - | - | ƒ‰�[ƒ�ƒ“�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�@‚Q�D‚T•Ä | Seismic Stresses | K¥I | 19351008 | - | - | G | •ûŠá | “§–¾ | ‰”•M | �u’†�°DL –¢’ù�³�v‚Ì‹L�q |
| 9 | (3) | 73 | �㉺“ñ’iŽ®�E”ŸŒ^è©“¹�@’f–ÊA1�†�@“y”í�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚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�@‚Q�D‚T•Ä | Seismic Unit stresses (‘±) | K¥I | 19351009 | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 17 | - | - | �Ô�〈•t’âŽÔ�ê �㉺“ñ’iŽ®”ŸŒ^è©“¹�@ èc‹ØŠÜ—L—ÊŠTŽZ�‘�@ |
•\ކ | - | - | - | - | G | •ûŠá | “§–¾ | ‰”•M | |
| 18 | - | 1 | �Ô�〈•t’âŽÔ�ê �㉺“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 | |