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[KL@<=< • L#(%+A#CN#%(v+=t[e[>#(e5E ]^_`!88&*#$< ! • *%(a2Z[129 ?5V#Mb%$5H*=>#6>K/3?>?5V#Mb%#$>3E 1$ M&"-)V +W&-).P2KL@ • dN#%(-:)?+f5CN#K/3M(5 9CN#?>365;)%(v+8X(.t#$)f#(#$z#E • t[e%L#()z%&*8K‰283%(v+X(.t#$)f#(#$z#[D%L#(%+A#E A)$5A%&\3+3v#%[.@)0A)[\#( ]^_`!88&*#$ ! • &.o#$(@X"CN#9Q989K+ [:)s#$)h*K/3C5V##(}#V#%*)({#=t[e%L##(.=*- A)$5A%&\3+3v#%[.@)0A)[\#( S2"&T%V +W&-).P2KL@ ˆ=># L)(%(.4) J#$%N5 8EQj jE SEQ8 E<8 8E Q 8ESj SE8 QER SE< 8EQ EQ8 E8j SE8 E< SE< 8EQ8 ES R 8Ej jEj QES jE<S Ej8 8EQ 8Q 8Ej QEj E jE<S Ej8 8EQ 8 8Ej E Q jE<8 Ej8 8E 8S Ej jEj Ej <ERQ 8EjQ QES 8 8EQj QEj ES SEQ8 E<8 8E 8EQj jEj QER SEQ8 E<8 8E Q EQ SE8 ER RES 8ES QE 11 M&"-)V +W&-P2Q:,&0 • dN#%(-:)?+f5CN#MV)f#(M(5 9CN#?>365;)%(v+X(.t#$E ]^_`!88&*#$8 [...]... 3.15 1.32 7. 02 2.92 0.52 0.52 1.22 1.22 0.83 0. 37 1.85 0.82 0.83 0.29 1.81 0.63 2.10 1. 57 LUẬN VĂN TỐT NGHIỆP KSXD KHÓA 2004-2009 ĐỀ TÀI: CAO ỐC CĂN HỘ MINH THÀNH S18 4.05 5.05 1.2469 5.81 118 .75 S21 2.05 2.3 1.122 7. 45.6 35.16 S22 2.3 2.9 1.2609 7. 46 49 .73 S24 2.3 4.3 1.8696 7. 46 73 .74 S25 3.15 3 .7 1. 174 6 5.81 67. 67 S26 2.95 3 .7 1.2542 5.81 63. 37 0.0461 0.0349 0.02 07 0.0133 0.0 473 0.0303... 0.018 9 0.009 4 0.018 9 0.009 3 0.018 7 0.028 1 0.056 2 0.014 9 0.026 4 0.014 tính Chọ n Chọn 0.4332 5Ø6 1.415 0 .77 48 5Ø8 2.515 0 .70 05 5Ø6 1.415 1.2 575 5Ø8 2.515 0 .70 48 5Ø6 1.415 1.4 277 5Ø8 2.515 0. 274 3 5Ø6 1.415 0.019 0.5512 5Ø8 2.515 0.009 5 0. 274 3 5Ø6 1.415 0.019 0.5512 5Ø8 2.515 0. 271 8 5Ø6 1.415 0.5463 5Ø8 2.515 0.8249 5Ø6 1.415 1. 674 7 5Ø8 2.515 0.4332 5Ø6 1.415 0 .77 48 5Ø8 2.515 0.4332 5Ø6 1.415 Kiểm... 2 0.020 6 0.010 7 0.0 57 9 0.024 2 0.129 1 0.053 7 0.0 07 8 0.044 1 0.0 17 3 0.013 7 0.004 2 0.020 8 0.010 8 0.059 7 0.024 5 0.138 7 0.055 2 0.020 2 0.0 07 8 0.045 1 0.0 17 4 0.013 8 0.005 0.005 0.030 2 0.011 0.030 6 0.011 0.02 Chọ n Chọn 0.2905 5Ø6 1.41 0.1228 5Ø6 1.41 0.6032 5Ø8 2.51 0.3126 5Ø8 2.51 1 .72 81 6Ø6 1 .7 0 .70 86 5Ø6 1.41 4.0139 5Ø1 0 3.93 1.5986 5Ø8 2.51 0.58 47 5Ø6 1.41 0.22 67 5Ø6 1.41 1.3055... 1.98 17 5Ø8 2.51 0.3651 5Ø6 1.41 0.3026 5Ø6 1.41 0.8541 5Ø8 2.51 0 .70 42 5Ø8 2.51 0.5529 5Ø6 1.41 0.354 5Ø6 1.41 1. 279 5 5Ø8 2.51 0.8129 5Ø8 2.51 0 .76 32 5Ø6 1.41 0.2205 5Ø6 1.41 1. 676 3 5Ø8 2.51 0.4825 5Ø8 2.51 0 .72 91 5Ø6 1.41 0.545 5Ø6 1.41 1 .70 98 5Ø8 2.51 1.28 47 5Ø8 2.51 0 .70 64 5Ø6 1.41 0.4519 5Ø6 1.41 SVTH: NGUYỄN TUẤN ANH – MSSV: 04114002Trang 17 3 0.313 8 0. 176 3 0. 176 3 0. 376 3 0.313 8 0. 176 3 0. 176 ... 04114002Trang 16 8 0. 176 3 0. 176 3 0.313 8 0.313 8 0.212 5 0. 176 3 0.491 3 0.313 8 0. 176 3 0. 176 3 0.313 8 0.313 8 0. 176 3 0. 176 3 0.313 8 0.313 8 0. 176 3 0. 176 3 0.313 8 0.313 8 0. 176 3 0. 176 3 0. 376 thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa LUẬN VĂN TỐT NGHIỆP KSXD KHÓA 2004-2009 3.66 2.46 S1 8 1.58 5.62 3.60 0.68 S2 1 0. 57 1.58 1.31... với kích thước 8.6x7.0x2.0(m 3) Thể tích Q=8.6x7x2.2=132.44(m3) > 1 27. 68 (m3) thỏa điều kiện chọn dung tích bể ban đầu Được thiết kế ở độ cao 70 .6m 2 Tính toán sơ bộ kích thước bể nước • Chon dầm chính • Cho dầm chính Chọn tiết diện dầm bể nước Vị trí Dầm nắp Dầm đáy Cấu kiện Nhịp(m) Dầm chính Dầm phụ Dầm chính Dầm phụ Dầm chính Dầm phụ Dầm chính 8600 8600 70 00 70 00 8600 8600 70 00 Giá trị tính được... 0.0 67 3 0.045 2 0.029 0.103 2 0.066 1 0.012 5 0.010 4 0.029 1 0.024 0.018 9 0.012 2 0.043 2 0.0 27 7 0.026 0.0 07 6 0.056 3 0.016 5 0.024 9 0.018 7 0.0 57 3 0.043 4 0.024 1 0.015 2 0.069 7 0.046 3 0.029 5 0.109 2 0.068 5 0.012 6 0.010 5 0.029 5 0.024 3 0.019 1 0.012 2 0.044 2 0.028 1 0.026 4 0.0 07 6 0.0 57 9 0.016 7 0.025 2 0.018 8 0.059 1 0.044 4 0.024 4 0.015 ĐỀ TÀI: CAO ỐC CĂN HỘ MINH THÀNH 2.0 172 ... 1. 173 9 7. 51 104.88 SVTH: NGUYỄN TUẤN ANH – MSSV: 04114002Trang 12 0.029 0.0123 0.0599 0.0312 0.0206 0.0086 0.0459 0.0191 0.0205 0.008 0.0452 0.0 177 0.0202 0.0 074 0.0446 0.0164 0.0195 0.006 0.0423 0.0131 0.0206 0.0086 0.0459 0.0191 0.0 179 0.0 179 0.04 17 0.04 17 0.0208 0.0093 0.0464 0.0206 0.02 0.0069 0.0438 0.0152 0.02 0.015 Moment 0.54 0.23 0.11 0.58 0.31 0.13 7. 02 2.92 1.09 0.42 2.40 0.94 0 .74 0. 27 1.64... 04114002Trang 15 0. 176 3 0. 176 3 0.313 8 0.313 8 0.212 5 0. 176 3 0.491 3 0.313 8 0. 176 3 0. 176 3 0.313 8 0.313 8 0. 176 3 0. 176 3 0.313 8 0.313 thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa LUẬN VĂN TỐT NGHIỆP KSXD KHÓA 2004-2009 0.43 0.13 S9 0.93 0.29 3.15 S1 0 1.32 7. 02 2.92 0.52 S1 1 0.52 1.22 1.22 0.83 S1 2 0. 37 1.85 0.82 0.83 S1 5 0.29 1.81 0.63 S1 7 2.10 1. 57 4.83 8... 5Ø6 1.415 Kiểm tra 0.015 0.026 8 0.024 2 0.043 5 0.024 4 0.049 3 0.009 5 0.009 4 0.018 9 0.028 5 0.0 57 9 0.015 0.026 8 0.015 SVTH: NGUYỄN TUẤN ANH – MSSV: 04114002Trang 14 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 9 0.314 4 0. 176 thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa thỏa LUẬN VĂN TỐT