Thiết kế trường trung học phổ thông năng khiếu ĐHKHTN ĐHQG TPHCM

ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Chương II: TÍNH TOÁN DẦM DỌC TRỤC Phần dầm dọc trục B gồm đoạn: Đoạn từ trục 2-6 Đoạn từ trục 6’-10 Đoạn từ trục 10’-14 Nhưng đoạn có kích thước chịu tải giống nên can tính cho đoạn TÍNH DẦM DỌC TRỤC B ĐOẠN Nhịp tính toán: SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG Sơ đồ truyền tải từ sàn vào dầm: SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 GVHD:Th.S NGUYỄN TRÍ DŨNG ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG -Xác định kích thước tiết diện dầm:  1 1 1 h =    xL : b =    xh  10 13   4 Với nhịp L=4400 ta có:  1 h =    x4400=(440 338.46)mm  10 13   h=400 mm 1 1 B=    x400=(200 100)mm  4  b=200mm KẾT QUẢ TRUYỀN TẢI TĨNH TẢI TỒN DẦM (daN/m) HOẠT TẢI TỒN DẦM (daN/m) Nguyên tắc tính dầm : SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG -Dầm tính theo sơ đồ đàn hồi :là dầm liên tục nhiều nhịp với gối tựa cột -Tải trọng từ sàn,tường xây trọng lượng thân truyền vào dạng tải phân bố -Dùng đường ảnh hưởng tổ hợp tải trọng để xa1x định nội lực nguy hiểm tiết diện Các trường hợp đặt tải : SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Tổ hợp tải trọng: Hệ số tổ hợp tất =1 Combo 1: Tónh tải –Hoạt tải Combo 2: Tónh tải –Hoạt tải Combo 3: Tónh tải –Hoạt tải Combo 4: Tónh tải –Hoạt tải Combo 5: Tónh tải –Hoạt tải Combo 6: Tónh tải –Hoạt tải 1–Hoạt tải Combo 7: BAO(Combo 1, Combo 2, Combo 3, Combo 4, Combo 5, Combo ) Giải sap2000 ta biểu đồ nội lực giá tri nội lực dùng để tính toán cốt thép dầm dọc trục B Các biểu đồ nội lực(momem M): TT SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG HT1 HT2 HT3 HT4 HT5 Biểu đồ bao nội lực: Momem M(daNm) SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 GVHD:Th.S NGUYỄN TRÍ DŨNG ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Lực cắt Q(daN) KẾT QUẢ TỔ HP NỘI LỰC CỦA CÁC PHẦN TỬ Phần tử 1: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text BAO Combination 0.48889 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 StepType Text Max Max V2 Ton -3.4467 -2.4476 M3 Ton-m -2.22E-16 2.068 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 1 1 1 1 1 1 1 1 1 0.9777 1.4666 1.9555 2.4444 2.93333 3.42222 3.91111 4.4 0.48889 0.9777 1.4666 1.9555 2.4444 2.93333 3.42222 3.91111 4.4 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO Combination Max -1.4486 3.48769 BAO Combination Max -0.4495 4.25905 BAO Combination Max 0.5853 4.38209 BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Max Max Max Max Max Min Min 1.9114 3.2375 4.5636 5.8897 7.2158 -4.8931 -3.567 3.85681 2.6832 0.86128 -1.60896 -4.40053 -2.637E-16 1.44082 BAO Combination Min -2.2408 2.39322 BAO Combination Min -0.9147 2.85719 BAO Combination Min 0.4114 2.83274 BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Min Min Min Min Min 1.4996 2.4987 3.4977 4.4968 5.4958 2.31988 1.31859 -0.17113 -2.2891 -5.49269 Phaàn tử 2: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text BAO Combination 0.4666 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 StepType Text Max Max P Ton V2 Ton -4.5899 M3 Ton-m -4.40053 -3.6519 -2.04084 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 2 2 2 2 2 2 2 2 2 0.93333 1.4 1.8666 2.33333 2.8 3.2666 3.73333 4.2 0.4666 0.93333 1.4 1.8666 2.33333 2.8 3.2666 3.73333 4.2 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO BAO Combination Combination Max Max -2.7139 -1.7759 -0.22769 1.09809 BAO BAO BAO Combination Combination Combination Max Max Max -0.7151 0.5253 1.7657 1.84502 2.0131 1.60232 BAO BAO BAO BAO Combination Combination Combination Combination Max Max Max Min 3.0061 4.2465 5.4869 -6.2041 0.61269 -0.85397 -2.87897 -5.49269 BAO BAO BAO Combination Combination Combination Min Min Min -4.9637 -3.7233 -2.4829 -2.88686 -1.31911 -0.2715 BAO BAO BAO Combination Combination Combination Min Min Min -1.2425 -0.0021 0.9797 0.33838 0.51052 0.24493 BAO BAO BAO Combination Combination Combination Min Min Min 1.9177 2.8557 3.7937 -0.45839 -1.73089 -4.00202 Phaàn tử 3: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text BAO Combination 0.48889 BAO Combination 0.9777 BAO Combination 1.4666 BAO Combination 1.9555 BAO Combination 2.4444 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG MSSV: 08B1040371 StepType Text Max Max V2 Ton -4.0964 -3.0974 M3 Ton-m -2.87897 -0.65949 Max -2.0983 1.02399 Max -1.0993 2.15262 Max -0.1002 2.63293 Max 1.2206 2.46491 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 3 3 3 3 3 3 3 2.93333 3.42222 3.91111 4.4 0.48889 0.9777 1.4666 1.9555 2.4444 2.93333 3.42222 3.91111 4.4 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Max Max Max Max Min Min 2.5468 3.8729 5.199 6.5251 -5.8581 -4.532 1.64858 0.18393 -1.83663 -4.48341 -4.00202 -1.46222 BAO Combination Min -3.2059 -0.01226 BAO Combination Min -1.8798 0.80054 BAO Combination Min -0.5536 1.12492 BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Min Min Min Min Min 0.7725 1.8341 2.8332 3.8322 4.8312 0.96088 0.30841 -0.83247 -2.5677 -5.43358 Phaàn tử 4: Frame Text 4 4 4 4 Station m 0.46667 0.93333 1.4 1.86667 2.33333 2.8 3.26667 OutputCase Text BAO BAO BAO BAO BAO BAO BAO BAO SVTH: NGUYỄN LÊ PHONG TRANG 10 MSSV: 08B1040371 CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination StepType Text Max Max Max Max Max Max Max Max V2 Ton -5.2885 -4.3505 -3.4125 -2.4745 -1.5365 -0.4702 0.7702 2.0106 M3 Ton-m -4.48341 -1.75526 0.49013 2.15667 3.24436 3.7532 3.68318 3.0343 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 53: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 53 BAO Combination 53 0.5 BAO Combination 53 BAO Combination 53 1.5 BAO Combination 53 BAO Combination 53 2.5 BAO Combination 53 BAO Combination 53 3.5 BAO Combination 53 BAO Combination 53 BAO Combination 53 0.5 BAO Combination 53 BAO Combination 53 1.5 BAO Combination 53 BAO Combination 53 2.5 BAO Combination 53 BAO Combination 53 3.5 BAO Combination 53 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 138 MSSV: 08B1040371 StepType Text Max Max Max Max Max Max Max Max Max Min Min Min Min Min Min Min Min Min P Ton 0.6053 0.6053 0.6053 0.6053 0.6053 0.6053 0.6053 0.6053 0.6053 -0.5995 -0.5995 -0.5995 -0.5995 -0.5995 -0.5995 -0.5995 -0.5995 -0.5995 V2 Ton -3.4519 -2.1609 -0.8699 0.4211 1.7121 3.3045 4.923 6.5415 8.16 -8.3106 -6.6921 -5.0736 -3.4551 -1.8366 -0.524 0.767 2.058 3.349 M2 Ton-m 0 0 0 0 0 0 0 0 0 M3 Ton-m -0.06091 1.3423 2.22651 2.6351 2.35964 2.74493 2.42372 1.53653 0.18254 -7.94165 -4.19096 -1.51658 0.35918 1.52171 0.43344 -1.32413 -4.01154 -7.6869 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 54: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 54 BAO Combination 0.4777 54 BAO Combination 0.9555 54 BAO Combination 54 1.43333 BAO Combination 54 1.91111 BAO Combination 54 2.38889 BAO Combination 2.8666 54 BAO Combination 3.3444 54 BAO Combination 54 3.82222 BAO Combination 54 4.3 BAO Combination 54 BAO Combination 0.4777 54 BAO Combination 0.9555 54 BAO Combination 54 1.43333 BAO Combination 54 1.91111 BAO Combination 54 2.38889 BAO Combination 2.8666 54 BAO Combination 3.3444 54 BAO Combination 54 3.82222 BAO Combination 54 4.3 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 139 MSSV: 08B1040371 StepType Text Max P Ton 0.8972 V2 Ton -3.8442 M2 Ton-m M3 Ton-m -0.10712 Max 0.8972 -2.592 1.47537 Max Max Max Max 0.8972 0.8972 0.8972 0.8972 -1.3397 -0.0874 1.2372 2.8129 0 0 2.76636 3.3045 3.10413 3.38297 Max 0.8972 4.3886 3.192 Max Max Max Min 0.8972 0.8972 0.8972 -0.8834 5.9643 7.5401 9.1158 -8.2656 0 0 2.43348 1.33574 -0.3603 -7.06056 Min -0.8834 -6.6899 -3.54438 Min Min Min Min -0.8834 -0.8834 -0.8834 -0.8834 -5.1142 -3.569 -2.0853 -0.833 0 0 -1.05232 0.84144 2.05701 1.52132 Min -0.8834 0.4192 0.11975 Min Min Min -0.8834 -0.8834 -0.8834 1.6715 2.9237 4.176 0 -2.0713 -5.29735 -9.27624 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 55: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 55 BAO Combination 0.4777 55 BAO Combination 0.9555 55 BAO Combination 55 1.43333 BAO Combination 55 1.91111 BAO Combination 55 2.38889 BAO Combination 2.8666 55 BAO Combination 3.3444 55 BAO Combination 55 3.82222 BAO Combination 55 4.3 BAO Combination 55 4.3 BAO Combination 55 4.8 BAO Combination 55 5.3 BAO Combination 55 5.8 BAO Combination 55 6.3 BAO Combination 55 6.8 BAO Combination 55 7.3 BAO Combination 55 7.8 BAO Combination 55 8.3 BAO Combination 55 BAO Combination 0.4777 55 BAO Combination 0.9555 55 BAO Combination 55 1.43333 BAO Combination 55 1.91111 BAO Combination 55 2.38889 BAO Combination 2.8666 55 BAO Combination 3.3444 55 BAO Combination 55 3.82222 BAO Combination 55 4.3 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 140 MSSV: 08B1040371 StepType Text Max P Ton 1.5189 V2 Ton -17.2463 M2 Ton-m M3 Ton-m -17.48008 Max 1.5189 -15.3749 -9.68722 Max Max Max Max 1.5189 1.5189 1.5189 1.5189 -13.5034 -11.632 -9.7605 -7.8891 0 0 -2.78851 3.21606 10.086 15.87921 Max 1.5189 -6.0176 20.52105 Max Max Max Max Max Max Max Max Max Max Max Max Min 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 1.5189 0.0723 -4.1462 -2.2747 -0.4032 5.2286 7.8131 10.3976 12.9821 15.5666 18.1511 20.7356 23.3201 25.9046 -27.2349 0 0 0 0 0 0 24.01155 26.35068 28.36371 28.36371 26.23478 23.493 19.45898 14.1327 7.51417 1.08385 -5.58874 -13.24059 -41.63835 Min 0.0723 -24.7653 -29.21609 Min Min Min Min 0.0723 0.0723 0.0723 0.0723 -22.2956 -19.826 -17.3564 -14.8867 0 0 -17.97377 -7.91138 -0.90931 5.04074 Min 0.0723 -12.4171 10.09664 Min Min Min 0.0723 0.0723 0.0723 -9.9475 -7.4778 -5.0082 0 14.2584 17.52603 19.78737 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 55 55 55 55 55 55 55 55 55 4.3 4.8 5.3 5.8 6.3 6.8 7.3 7.8 8.3 BAO BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination Combination GVHD:Th.S NGUYỄN TRÍ DŨNG Min Min Min Min Min Min Min Min Min 0.0723 0.0723 0.0723 0.0723 0.0723 0.0723 0.0723 0.0723 0.0723 0.6012 2.5597 4.5182 6.4767 8.4352 10.3937 12.3522 14.3107 16.2692 0 0 0 0 19.78737 17.39633 13.99366 9.61173 4.15906 -2.36594 -11.35065 -22.36458 -34.67076 Phần tử 56: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 56 BAO Combination 56 0.46 BAO Combination 56 0.92 BAO Combination 56 1.38 BAO Combination 56 1.84 BAO Combination 56 2.3 BAO Combination 56 BAO Combination 56 0.46 BAO Combination 56 0.92 BAO Combination 56 1.38 BAO Combination 56 1.84 BAO Combination 56 2.3 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 141 MSSV: 08B1040371 StepType Text Max Max Max Max Max Max Min Min Min Min Min Min P Ton 0.3279 0.3279 0.3279 0.3279 0.3279 0.3279 -0.1324 -0.1324 -0.1324 -0.1324 -0.1324 -0.1324 V2 Ton 2.4071 3.4196 4.432 5.4452 6.6535 7.8617 -3.6816 -2.4733 -1.265 -0.0963 0.9162 1.9286 M2 Ton-m 0 0 0 0 0 0 M3 Ton-m 3.79716 2.4916 0.82053 -0.51939 -1.07808 -1.84776 -3.89452 -2.49697 -1.75408 -2.36807 -5.1054 -8.30846 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 57: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 57 BAO Combination 57 0.5 BAO Combination 57 BAO Combination 57 1.5 BAO Combination 57 BAO Combination 57 2.5 BAO Combination 57 BAO Combination 57 3.5 BAO Combination 57 BAO Combination 57 BAO Combination 57 0.5 BAO Combination 57 BAO Combination 57 1.5 BAO Combination 57 BAO Combination 57 2.5 BAO Combination 57 BAO Combination 57 3.5 BAO Combination 57 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 142 MSSV: 08B1040371 StepType Text Max Max Max Max Max Max Max Max Max Min Min Min Min Min Min Min Min Min P Ton 0.5986 0.5986 0.5986 0.5986 0.5986 0.5986 0.5986 0.5986 0.5986 -0.6371 -0.6371 -0.6371 -0.6371 -0.6371 -0.6371 -0.6371 -0.6371 -0.6371 V2 Ton -3.8024 -2.5114 -1.2204 0.0706 1.3616 2.9303 4.5488 6.1673 7.7858 -8.1813 -6.5628 -4.9443 -3.328 -1.7422 -0.4349 0.8561 2.1471 3.4381 M2 Ton-m 0 0 0 0 0 0 0 0 0 M3 Ton-m -0.79032 0.78815 1.84411 2.44671 2.33091 2.64646 2.23479 1.24839 -0.18207 -7.74913 -4.10296 -1.51121 0.31997 1.45955 0.548 -1.02171 -3.48558 -6.97387 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 58: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 58 BAO Combination 0.4777 58 BAO Combination 0.9555 58 BAO Combination 58 1.43333 BAO Combination 58 1.91111 BAO Combination 58 2.38889 BAO Combination 2.8666 58 BAO Combination 3.3444 58 BAO Combination 58 3.82222 BAO Combination 58 4.3 BAO Combination 58 BAO Combination 0.4777 58 BAO Combination 0.9555 58 BAO Combination 58 1.43333 BAO Combination 58 1.91111 BAO Combination 58 2.38889 BAO Combination 2.8666 58 BAO Combination 3.3444 58 BAO Combination 58 3.82222 BAO Combination 58 4.3 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 143 MSSV: 08B1040371 StepType Text Max P Ton 0.9051 V2 Ton -4.081 M2 Ton-m M3 Ton-m -0.59606 Max 0.9051 -2.8287 1.18244 Max Max Max Max 0.9051 0.9051 0.9051 0.9051 -1.5765 -0.3242 1.044 2.6197 0 0 2.56574 3.1962 3.09257 3.22422 Max 0.9051 4.1954 2.84548 Max Max Max Min 0.9051 0.9051 0.9051 -0.9583 5.7711 7.3469 8.9226 -7.791 0 0 1.86412 0.56996 -1.3225 -6.17941 Min -0.9583 -6.2152 -2.93524 Min Min Min Min -0.9583 -0.9583 -0.9583 -0.9583 -4.6642 -3.1208 -1.6742 -0.4219 0 0 -0.6396 1.05774 2.07161 1.58207 Min -0.9583 0.8303 0.26722 Min Min Min -0.9583 -0.9583 -0.9583 2.0826 3.3348 4.5871 0 -1.81038 -4.94412 -8.8307 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 59: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 59 BAO Combination 0.4777 59 BAO Combination 0.9555 59 BAO Combination 59 1.43333 BAO Combination 59 1.91111 BAO Combination 59 2.38889 BAO Combination 2.8666 59 BAO Combination 3.3444 59 BAO Combination 59 3.82222 BAO Combination 59 4.3 BAO Combination 59 4.3 BAO Combination 59 4.8 BAO Combination 59 5.3 BAO Combination 59 5.8 BAO Combination 59 6.3 BAO Combination 59 6.8 BAO Combination 59 7.3 BAO Combination 59 7.8 BAO Combination 59 8.3 BAO Combination 59 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 144 MSSV: 08B1040371 StepType Text Max P Ton -1.9039 V2 Ton -17.5626 M2 Ton-m M3 Ton-m -17.41046 Max -1.9039 -15.6911 -9.46651 Max Max Max Max -1.9039 -1.9039 -1.9039 -1.9039 -13.8197 -11.9482 -10.0768 -8.2053 0 0 -2.41671 4.25589 11.30498 17.20271 Max -1.9039 -6.3339 21.95883 Max Max Max Max Max Max Max Max Max Max Max Max Min -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -1.9039 -4.1512 -4.4624 -2.5909 -0.7195 4.943 7.5275 10.112 12.6965 15.281 17.8655 20.45 23.0345 25.619 -26.7529 0 0 0 0 0 0 25.56662 28.21124 30.17971 30.17971 27.82112 24.83833 20.5633 14.99601 8.13647 1.12889 -5.7694 -13.64694 -37.73833 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 59 0.4777 0.9555 1.43333 1.91111 2.38889 2.8666 3.3444 3.82222 4.3 4.3 4.8 5.3 5.8 6.3 6.8 7.3 7.8 8.3 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO Combination Min -4.1512 -24.2832 -25.54636 BAO BAO BAO BAO Combination Combination Combination Combination Min Min Min Min -4.1512 -4.1512 -4.1512 -4.1512 -21.8136 -19.344 -16.8743 -14.4047 0 0 -14.53434 -5.16422 1.49004 7.24506 BAO Combination Min -4.1512 -11.9351 12.10595 BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Min Min Min Min Min Min Min Min Min Min Min Min -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -4.1512 -9.4654 -6.9958 -4.5262 0.9979 2.9564 4.9149 6.8734 8.8319 10.7904 12.7489 14.7074 16.6659 0 0 0 0 0 0 16.0727 19.1453 21.22761 21.22761 18.98916 15.72783 11.48725 6.22099 -0.14589 -8.63622 -19.50735 -31.67072 StepType Text Max Max Max Max Max Max Min Min Min Min Min Min P Ton -0.3251 -0.3251 -0.3251 -0.3251 -0.3251 -0.3251 -0.6051 -0.6051 -0.6051 -0.6051 -0.6051 -0.6051 V2 Ton 1.4378 2.4502 3.4627 4.4751 5.5724 6.7807 -3.2314 -2.0231 -0.8148 0.3856 1.398 2.4105 M2 Ton-m 0 0 0 0 0 0 M3 Ton-m 2.23989 1.40717 0.23341 -1.01474 -1.9094 -2.96471 -3.88732 -2.68828 -2.16703 -2.59613 -4.88756 -7.64473 Phần tử 60: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 60 BAO Combination 60 0.46 BAO Combination 60 0.92 BAO Combination 60 1.38 BAO Combination 60 1.84 BAO Combination 60 2.3 BAO Combination 60 BAO Combination 60 0.46 BAO Combination 60 0.92 BAO Combination 60 1.38 BAO Combination 60 1.84 BAO Combination 60 2.3 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 145 MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 61: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 61 BAO Combination 61 0.5 BAO Combination 61 BAO Combination 61 1.5 BAO Combination 61 BAO Combination 61 2.5 BAO Combination 61 BAO Combination 61 3.5 BAO Combination 61 BAO Combination 61 BAO Combination 61 0.5 BAO Combination 61 BAO Combination 61 1.5 BAO Combination 61 BAO Combination 61 2.5 BAO Combination 61 BAO Combination 61 3.5 BAO Combination 61 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 146 MSSV: 08B1040371 StepType Text Max Max Max Max Max Max Max Max Max Min Min Min Min Min Min Min Min Min P Ton 0.2474 0.2474 0.2474 0.2474 0.2474 0.2474 0.2474 0.2474 0.2474 -1.1546 -1.1546 -1.1546 -1.1546 -1.1546 -1.1546 -1.1546 -1.1546 -1.1546 V2 Ton -4.1607 -2.8697 -1.5787 -0.2877 1.0033 2.5721 4.1869 5.8054 7.4239 -7.864 -6.2455 -4.627 -3.0407 -1.4582 -0.1672 1.1238 2.4148 3.7058 M2 Ton-m 0 0 0 0 0 0 0 0 0 M3 Ton-m -1.50423 0.25335 1.55503 2.31849 2.34991 2.49984 1.93765 0.77624 -0.78412 -7.23574 -3.73321 -1.28585 0.41152 1.42476 0.69739 -0.70716 -2.92283 -6.23017 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Phần tử 62: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 62 BAO Combination 0.4777 62 BAO Combination 0.9555 62 BAO Combination 62 1.43333 BAO Combination 62 1.91111 BAO Combination 62 2.38889 BAO Combination 2.8666 62 BAO Combination 3.3444 62 BAO Combination 62 3.82222 BAO Combination 62 4.3 BAO Combination 62 BAO Combination 0.4777 62 BAO Combination 0.9555 62 BAO Combination SVTH: NGUYEÃN LEÂ PHONG TRANG 147 MSSV: 08B1040371 StepType Text Max P Ton 0.7711 V2 Ton -4.3313 M2 Ton-m M3 Ton-m -1.06724 Max 0.7711 -3.079 0.70301 Max Max Max Max 0.7711 0.7711 0.7711 0.7711 -1.8268 -0.5745 0.6859 2.2616 0 0 2.21932 3.02086 3.17476 3.31154 Max 0.7711 3.8374 2.82339 Max Max Max Min 0.7711 0.7711 0.7711 -1.5369 5.4131 6.9888 8.5645 -7.6077 0 0 1.6683 0.25529 -1.75602 -5.74196 Min -1.5369 -6.0643 -2.47586 Min -1.5369 -4.521 -0.24116 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 62 62 62 62 62 62 62 1.43333 1.91111 2.38889 2.8666 3.3444 3.82222 4.3 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO BAO BAO Combination Combination Combination Min Min Min -1.5369 -1.5369 -1.5369 -2.9776 -1.4342 -0.1732 0 1.31911 2.19494 1.70066 BAO Combination Min -1.5369 1.0791 0.54676 BAO BAO BAO Combination Combination Combination Min Min Min -1.5369 -1.5369 -1.5369 2.3313 3.5836 4.8358 0 -1.30141 -4.26407 -7.97958 StepType Text Max P Ton 2.6806 V2 Ton -17.6398 M2 Ton-m M3 Ton-m -16.44165 Max 2.6806 -15.7684 -8.46079 Max Max Max Max 2.6806 2.6806 2.6806 2.6806 -13.8969 -12.0255 -10.154 -8.2826 0 0 -1.37407 6.21025 13.24553 19.12945 Max Max 2.6806 2.6806 -6.4111 -4.5397 0 23.86222 27.57903 Phần tử 63: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 63 BAO Combination 0.4777 63 BAO Combination 0.9555 63 BAO Combination 63 1.43333 BAO Combination 63 1.91111 BAO Combination 63 2.38889 BAO Combination 2.8666 63 BAO Combination 63 3.3444 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 148 MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 3.82222 4.3 4.3 4.8 5.3 5.8 6.3 6.8 7.3 7.8 8.3 0.4777 0.9555 1.43333 1.91111 2.38889 2.8666 3.3444 3.82222 4.3 4.3 4.8 5.3 5.8 6.3 6.8 7.3 7.8 8.3 GVHD:Th.S NGUYỄN TRÍ DŨNG BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Max Max Max Max Max Max Max Max Max Max Max Min 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 2.6806 0.4655 -2.6682 -0.7967 5.0097 7.5942 10.1787 12.7632 15.3477 17.9322 20.5167 23.1012 25.6857 -26.0565 0 0 0 0 0 0 30.22745 32.02931 32.02931 29.41996 26.08901 21.46581 15.55036 8.34266 0.70026 -6.47421 -14.62793 -32.7971 BAO Combination Min 0.4655 -23.5869 -20.93782 BAO BAO BAO BAO Combination Combination Combination Combination Min Min Min Min 0.4655 0.4655 0.4655 0.4655 -21.1173 -18.6476 -16.178 -13.7084 0 0 -10.25849 -2.23337 4.15364 9.64651 BAO Combination Min 0.4655 -11.2387 14.24524 BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Min Min Min Min Min Min Min Min Min Min Min Min 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 0.4655 -8.7691 -6.2995 -3.8298 1.5589 3.5174 5.4759 7.4344 9.3929 11.3514 13.3099 15.2684 17.2269 0 0 0 0 0 0 17.94982 20.76027 22.62684 22.62684 20.41625 17.1639 12.9323 7.67653 1.34828 -6.81678 -17.72125 -29.91798 P Ton -0.2148 -0.2148 -0.2148 -0.2148 V2 Ton 0.8548 1.8673 2.8798 3.8922 Phần tử 64: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 64 BAO Combination 64 0.46 BAO Combination 64 0.92 BAO Combination 64 1.38 BAO Combination SVTH: NGUYEÃN LEÂ PHONG TRANG 149 MSSV: 08B1040371 StepType Text Max Max Max Max M2 Ton-m 0 0 M3 Ton-m 1.38834 0.78289 -0.17137 -1.33901 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 64 64 64 64 64 64 64 64 1.84 2.3 0.46 0.92 1.38 1.84 2.3 BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination GVHD:Th.S NGUYỄN TRÍ DŨNG Max Max Min Min Min Min Min Min -0.2148 -0.2148 -1.8593 -1.8593 -1.8593 -1.8593 -1.8593 -1.8593 5.0952 6.3035 -2.8305 -1.6222 -0.4139 0.7867 1.7992 2.8117 0 0 0 0 -2.51684 -3.84677 -3.82874 -2.82339 -2.48669 -2.95817 -4.79619 -7.13756 StepType Text Max Max Max Max P Ton -0.1416 -0.1416 -0.1416 -0.1416 V2 Ton -4.4485 -3.1575 -1.8665 -0.5755 M2 Ton-m 0 0 M3 Ton-m -2.02779 -0.12631 1.43702 2.32526 Phần tử 65: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 65 BAO Combination 65 0.5 BAO Combination 65 BAO Combination 65 1.5 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 150 MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 65 65 65 65 65 65 65 65 65 65 65 65 65 65 2.5 3.5 0.5 1.5 2.5 3.5 BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO BAO Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination GVHD:Th.S NGUYỄN TRÍ DŨNG Max Max Max Max Max Min Min Min Min Min Min Min Min Min -0.1416 -0.1416 -0.1416 -0.1416 -0.1416 -2.6694 -2.6694 -2.6694 -2.6694 -2.6694 -2.6694 -2.6694 -2.6694 -2.6694 0.7461 2.3339 3.9524 5.5709 7.1894 -7.2408 -5.6223 -4.0244 -2.4386 -0.8529 0.4695 1.7605 3.0515 4.3425 0 0 0 0 0 0 0 2.42062 2.0193 1.19591 -0.41049 -2.25898 -6.35973 -3.15822 -1.07729 0.29752 1.02683 0.76823 -0.54097 -2.49567 -5.6633 StepType Text Max P Ton -1.1713 V2 Ton -5.5799 M2 Ton-m M3 Ton-m -3.05229 Max Max -1.1713 -1.1713 -4.3276 -3.0754 0 -0.6855 1.45528 Phần tử 66: TABLE: Element Forces - Frames Frame Station OutputCase CaseType Text m Text Text 65 BAO Combination 0.4777 65 BAO Combination 65 0.9555 BAO Combination SVTH: NGUYỄN LÊ PHONG TRANG 151 MSSV: 08B1040371 ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 1.43333 1.91111 2.38889 2.8666 3.3444 3.82222 4.3 0.4777 0.9555 1.43333 1.91111 2.38889 2.8666 3.3444 3.82222 4.3 BAO BAO BAO Combination Combination Combination Max Max Max -1.1713 -1.1713 -1.1713 -1.8231 -0.5708 0.8319 0 2.97504 3.87039 4.13336 BAO Combination Max -1.1713 2.4076 3.68688 BAO BAO BAO BAO Combination Combination Combination Combination Max Max Max Min -1.1713 -1.1713 -1.1713 -1.6801 3.9833 5.559 7.1347 -7.6901 0 0 2.50665 0.66545 -1.40498 -5.04258 BAO Combination Min -1.6801 -6.1144 -1.76246 BAO BAO BAO BAO Combination Combination Combination Combination Min Min Min Min -1.6801 -1.6801 -1.6801 -1.6801 -4.5503 -3.007 -1.4636 -0.0494 0 0 0.44163 1.92678 2.63229 2.64419 BAO Combination Min -1.6801 1.2028 2.05779 BAO BAO BAO Combination Combination Combination Min Min Min -1.6801 -1.6801 -1.6801 2.4551 3.7073 4.9596 0 0.87308 -1.01727 -4.04965 SVTH: NGUYỄN LÊ PHONG TRANG 152 MSSV: 08B1040371 GVHD:Th.S NGUYỄN TRÍ DŨNG ... định sơ đồ tính tốn: -Sơ đồ tính tốn khung ta chọn trục dầm trục cột(theo kiến trúc) -Liên kết cột dầm liên kết cứng -Chiều dài nhịp l,chiều cao tầng h:như hình vẽ: SVTH: NGUYỄN LEÂ PHONG TRANG 22... tầng chẵn +Hoạt tải liền nhịp lẽ + Hoạt tải liền nhịp chẵn +Gió trái +Gió phải -Các trường hợp tổ hợp tải trọng:23 trường hợp 1-Tĩnh tải+hoạt tải cách nhịp lẽ(1:1) 2- Tĩnh tải+hoạt tải cách nhịp... GVHD:Th.S NGUYỄN TRÍ DŨNG ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG GVHD:Th.S NGUYỄN TRÍ DŨNG Lực cắt Q(daN) KẾT QUẢ TỔ HP NỘI LỰC CỦA CÁC PHẦN TỬ Phần tử 1: TABLE: Element Forces - Frames Frame Station OutputCase