CHƯƠNG 5: THIẾT KẾ KẾT CẤU KHUNG
5.9 Tính toán cụ thể
5.9.1 Tính toán cốt thép cho phần tử dầm
Tính cốt thép nhịp dầm :
- Chọn dầm B9, tầng 3 của khung trục 2 tính đại diện.
- Lấy nội lực từ biểu đồ bao để tính: Mmax = 156.91 (kN.m) - Tiết diện dầm 700x300, cốt thép AIII (Rs = 365 MPa) - Bê tông B25 Rb= 14.5 MPa; Rbt = 1.05 Mpa
- Giả thiết ao = 70 ho = h - ao = 700 - 70 = 630 (cm)
m 2
b 0
M
R bh = = 0.09
1 1 2 m=1 1 2 0.09 = 0.094
s b 0
s
A R bh R
= 0.094 14.5 300 630 2
10 7.1
365
(cm2).
Chọn 320 Asbt = 9.42 (cm2); = 0.38 %
Tính thép gối : Mmin = -293 kN.m
61
m 2
b 0
M
R bh =
6 2
293 10 14.5 300 630
= 0.168
1 1 2 m =1 1 2 0.108 = 0.183
s b 0
s
A R bh R
= 0.183 14.5 300 630 2
365 10
= 14.07 (cm2).
Chọn 520 Aschon = 15.7 (cm2); = 0.54%
Tính toán cốt đai dầm.
Tính toán cốt đai dầm B9 tầng 3 của công trình, Qmax = -169 kN.
Điều kiện tính toán cốt đai: b31 f n bR bhbt 0 Q 0.3 wl bl bR bhb 0
Trong đó:
φb3 = 0.6 đối với bê tông nặng
φf = 0 hệ số xét đến ảnh hưởng của cánh chịu nén.
φn = 0 hệ số xét đến ảnh hưởng lực dọc.
=> b31 f n bR bhbt 0 0.611.0530063010-3 = 119 kN < Qmax = 169 kN.
> Bê tông không đủ khả năng chịu cắt nên phải bố trí thêm cốt đai Chọn thộp ỉ8 làm thộp đai, đai 2 nhỏnh asw=5 cm2
Sct ≤ min (h/3 = 600/3 =233 mm; 500 mm)
Chọn s = 150 mm bố trí trong đoạn L1 = 1/4L gần gối tựa.
Kiểm tra:
4
s sw
w1 3
b
E na 21 10 2 50
1 5 1 5 1.078
E bs 30 10 300 150
b1 1 bRb 1 0.01 14.5 0.855
3
w1 b1 b b o
0.3 R bh 0.3 1.077 0.855 14.5 10 300 630 744 (KN) Nhận xét: Qsw = 744 kN > Qmax = 168 KN, cốt đai bố trí đủ chịu lực cắt.
Khả năng chịu cắt của cốt đai: sw R nasw sw 225 2 50
q 150(KN / m)
s 150
Khả năng chịu cắt của cốt đai và bê tông:
2 3 2
sw b2 bt 0 sw
Q 2 R bh q 2 2 1.05 10 0.3 0.63 150387 (kN) Nhận xét: Qsw = 387 (kN) > Qmax = 169(kN) không cần tính cốt xiên chịu cắt cho gối.
Vậy cốt đai chọn ỉ8a150 bố trớ cho dầm B9 đảm bảo khả năng chịu cắt.
Tớnh toỏn tương tự ta chọn được cốt đai bố trớ ỉ8a200 và ỉ8a150 trong đoạn L/4 của cỏc dầm .
Tớnh toỏn tương tự ta chọn được cốt đai bố trớ ỉ8a200 trong đoạn cũn lại của cỏc cỏc dầm .
62 Bảng 5. 20: Bố trí thép cho dầm sàn tầng điển hình (Tầng 3)
TANG Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn Q Thép đai Ký hiệu BV TANG3 B8 107.544 30 70 7 COMBBAO MAX 5.025 4.83 0.26 2ỉ20 6.28 72.57 ỉ8a200
DC-1
TANG3 B8 -292.419 30 70 7 COMBBAO MIN 0 14.03 0.74 5ỉ20 15.7 -175.8 ỉ8a150
TANG3 B8 -117.808 30 70 7 COMBBAO MIN 5.925 5.31 0.28 2ỉ20 6.28 10.8 ỉ8a150
TANG3 B9 156.908 30 70 7 COMBBAO MAX 4.88 7.17 0.38 3ỉ20 9.42 25.79 ỉ8a200
DC-2 TANG3 B9 -293.315 30 70 7 COMBBAO MIN 0.375 14.07 0.74 5ỉ20 15.7 -169.4 ỉ8a150
TANG3 B9 -261.444 30 70 7 COMBBAO MIN 8.425 12.39 0.66 4ỉ20 12.56 105.05 ỉ8a150
TANG3 B10 171.043 30 70 7 COMBBAO MAX 4.3 7.85 0.42 3ỉ20 9.42 26.69 ỉ8a200
DC-3 TANG3 B10 -299.825 30 70 7 COMBBAO MIN 0.375 14.42 0.76 5ỉ20 15.7 -195.9 ỉ8a150
TANG3 B10 -309.78 30 70 7 COMBBAO MIN 8.125 14.96 0.79 5ỉ20 15.7 131.64 ỉ8a150
TANG3 B21 204.151 30 70 7 COMBBAO MAX 4.55 9.48 0.50 3ỉ20 9.42 7.83 ỉ8a200
DC-4 TANG3 B21 -379.468 30 70 7 COMBBAO MIN 0.375 18.87 1.00 5ỉ22 19 -253.1 ỉ8a150
TANG3 B21 -309.091 30 70 7 COMBBAO MIN 8.35 14.93 0.79 2ỉ22+2ỉ20 13.88 131.66 ỉ8a150 TANG3 B22 197.424 30 70 7 COMBBAO MAX 3.9 9.14 0.48 3ỉ20 9.42 -13.95 ỉ8a200
DC-5 TANG3 B22 -296.718 30 70 7 COMBBAO MIN 0.45 14.26 0.75 2ỉ22+2ỉ20 13.88 -206.2 ỉ8a150
TANG3 B22 -362.314 30 70 7 COMBBAO MIN 8.425 17.89 0.95 5ỉ22 19 142.8 ỉ8a150
TANG3 B23 144.611 30 70 7 COMBBAO MAX 4.3 6.58 0.35 3ỉ20 9.42 29.74 ỉ8a200
DC-6 TANG3 B23 -258.71 30 70 7 COMBBAO MIN 0.375 12.25 0.65 3ỉ22 11.4 -162.9 ỉ8a150
TANG3 B23 -259.807 30 70 7 COMBBAO MIN 8.125 12.31 0.65 3ỉ22 11.4 99.4 ỉ8a150 TANG3 B35 216.986 30 70 7 COMBBAO MAX 4.55 10.12 0.54 3ỉ22 11.4 12.47 ỉ8a200
DC-7 TANG3 B35 -361.97 30 70 7 COMBBAO MIN 0.375 17.87 0.95 3ỉ22+2ỉ20 11.76 -262.3 ỉ8a150
TANG3 B35 -356.947 30 70 7 COMBBAO MIN 8.35 17.58 0.93 3ỉ22+2ỉ20 11.76 158.16 ỉ8a150 TANG3 B36 232.931 30 70 7 COMBBAO MAX 3.9 10.92 0.58 3ỉ22 11.4 22.49 ỉ8a200
DC-8 TANG3 B36 -281.17 30 70 7 COMBBAO MIN 0.45 13.43 0.71 3ỉ22+2ỉ20 11.76 -218 ỉ8a150
TANG3 B36 -275.574 30 70 7 COMBBAO MIN 8.8 13.13 0.69 3ỉ22+2ỉ20 11.76 84.21 ỉ8a150 TANG3 B18 102.204 30 70 7 COMBBAO MAX 1.667 4.58 0.24 2ỉ20 6.28 8.59 ỉ8a200
DC-9 TANG3 B18 -90.083 30 70 7 COMBBAO MIN 0.375 4.03 0.21 2ỉ20 6.28 -87.4 ỉ8a150
TANG3 B18 -270.176 30 70 7 COMBBAO MIN 5.9 12.85 0.68 4ỉ20 12.56 83.83 ỉ8a150
63
TANG Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn Q Thép đai Ký hiệu BV TANG3 B29 122.662 30 70 7 COMBBAO MAX 4.275 5.54 0.29 2ỉ20 6.28 33.25 ỉ8a200
DC-10 TANG3 B29 -251.791 30 70 7 COMBBAO MIN 0.375 11.89 0.63 4ỉ20 12.56 -158.4 ỉ8a150
TANG3 B29 -183.42 30 70 7 COMBBAO MIN 7.125 8.45 0.45 3ỉ20 9.42 77.87 ỉ8a150
TANG3 B14 182.824 30 70 7 COMBBAO MAX 4 8.42 0.45 3ỉ20 9.42 9.91 ỉ8a200
DC-11 TANG3 B14 -266.859 30 70 7 COMBBAO MIN 0.45 12.67 0.67 3ỉ22 11.4 -210.8 ỉ8a150
TANG3 B14 -323.015 30 70 7 COMBBAO MIN 7.525 15.69 0.83 4ỉ22 15.2 171.77 ỉ8a150
TANG3 B30 146.343 30 70 7 COMBBAO MAX 3.6 6.66 0.35 2ỉ20 6.28 1.1 ỉ8a200
DC-12 TANG3 B30 -250.319 30 70 7 COMBBAO MIN 0.45 11.82 0.63 4ỉ22 15.2 -192.3 ỉ8a150
TANG3 B30 -256.637 30 70 7 COMBBAO MIN 7.05 12.14 0.64 3ỉ22 11.4 121.53 ỉ8a150
TANG3 B15 186.544 30 70 7 COMBBAO MAX 3.9 8.61 0.46 2ỉ25 9.81 1.51 ỉ8a200
DC-13 TANG3 B15 -255.715 30 70 7 COMBBAO MIN 0.375 12.09 0.64 2ỉ25+1ỉ20 12.95 -210.1 ỉ8a150
TANG3 B15 -337.784 30 70 7 COMBBAO MIN 7.525 16.50 0.87 2ỉ25+2ỉ22 17.41 154.55 ỉ8a150 TANG3 B27 326.59 30 70 7 COMBBAO MAX 3.525 15.88 0.84 2ỉ28 + 2ỉ22 19.91 15.26 ỉ8a200
DC-14 TANG3 B27 -428.191 30 70 7 COMBBAO MIN 0 21.78 1.15 3ỉ28 + 2ỉ25 28.27 -256.1 ỉ8a150
TANG3 B27 20.127 30 70 7 COMBBAO MIN 3.525 0.88 0.05 2ỉ28 + 2ỉ22 19.91 -175.2 ỉ8a150
64 Bảng 5. 21: Bố trí thép cho dầm trục C
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai
TANG1 B3 60.509 25 50 5 COMBBAO MAX 3.35 3.85 0.34 2ỉ20 6.28 -4.13 ỉ8a200
TANG1 B3 -60.539 25 50 5 COMBBAO MIN 0.375 3.85 0.34 2ỉ25 9.81 -71.04 ỉ8a150
TANG1 B3 -101.78 25 50 5 COMBBAO MIN 7.05 6.70 0.60 2ỉ25 9.81 47.52 ỉ8a150
HAM B3 86.257 25 50 5 COMBBAO MAX 3.35 5.60 0.50 2ỉ20 6.28 14.76 ỉ8a200
HAM B3 -109.695 25 50 5 COMBBAO MIN 0.375 7.27 0.65 2ỉ25 9.81 -114.5 ỉ8a150
HAM B3 -135.024 25 50 5 COMBBAO MIN 7.05 9.16 0.81 2ỉ25 9.81 48.1 ỉ8a150
TANG MAI B15 273.36 30 70 7 COMBBAO MAX 2.95 13.02 0.69 2ỉ25+1ỉ20 12.95 3.5 ỉ8a200 TANG MAI B15 -109.406 30 70 7 COMBBAO MIN 0.25 4.92 0.26 2ỉ25 9.81 -185.9 ỉ8a150 TANG MAI B15 -388.414 30 70 7 COMBBAO MIN 7.6 19.40 1.03 3ỉ25 + 3ỉ22 22.32 211.85 ỉ8a150 TANG16 B15 234.002 30 70 7 COMBBAO MAX 2.95 10.98 0.58 2ỉ25+1ỉ20 12.95 16.61 ỉ8a200 TANG16 B15 -127.757 30 70 7 COMBBAO MIN 0.25 5.78 0.31 2ỉ25 9.81 -170.53 ỉ8a150 TANG16 B15 -479.439 30 70 7 COMBBAO MIN 7.6 25.02 1.32 3ỉ25 + 3ỉ22 22.32 211.13 ỉ8a150 TANG15 B15 240.383 30 70 7 COMBBAO MAX 2.95 11.30 0.60 2ỉ25+1ỉ20 12.95 13.98 ỉ8a200 TANG15 B15 -122.845 30 70 7 COMBBAO MIN 0.25 5.55 0.29 2ỉ25 9.81 -171.52 ỉ8a150 TANG15 B15 -451.537 30 70 7 COMBBAO MIN 7.6 23.23 1.23 3ỉ25 + 3ỉ22 22.32 205.39 ỉ8a150 TANG14 B15 237.69 30 70 7 COMBBAO MAX 2.95 11.17 0.59 2ỉ25+1ỉ20 12.95 13.44 ỉ8a200 TANG14 B15 -133.475 30 70 7 COMBBAO MIN 0.25 6.05 0.32 2ỉ25 9.81 -174.23 ỉ8a150 TANG14 B15 -450.36 30 70 7 COMBBAO MIN 7.6 23.16 1.23 3ỉ25 + 3ỉ22 22.32 202.35 ỉ8a150 TANG13 B15 236.156 30 70 7 COMBBAO MAX 2.95 11.09 0.59 2ỉ25+1ỉ20 12.95 12.24 ỉ8a200 TANG13 B15 -143.397 30 70 7 COMBBAO MIN 0.25 6.52 0.34 2ỉ25 9.81 -177.21 ỉ8a150 TANG13 B15 -442.93 30 70 7 COMBBAO MIN 7.6 22.69 1.20 3ỉ25 + 3ỉ22 22.32 198.01 ỉ8a150 TANG12 B15 233.402 30 70 7 COMBBAO MAX 2.95 10.95 0.58 2ỉ25+1ỉ20 12.95 10.62 ỉ8a200
TANG12 B15 -156.591 30 70 7 COMBBAO MIN 0.25 7.15 0.38 2ỉ25 9.81 -181 ỉ8a150
TANG12 B15 -434.02 30 70 7 COMBBAO MIN 7.6 22.14 1.17 3ỉ25 + 3ỉ22 22.32 192.92 ỉ8a150 TANG11 B15 231.17 30 70 7 COMBBAO MAX 2.95 10.83 0.57 2ỉ25+1ỉ20 12.95 8.26 ỉ8a200 TANG11 B15 -167.573 30 70 7 COMBBAO MIN 0.25 7.68 0.41 2ỉ25 9.81 -184.52 ỉ8a150 TANG11 B15 -419.648 30 70 7 COMBBAO MIN 7.6 21.26 1.12 3ỉ25 + 3ỉ22 22.32 187.31 ỉ8a150
TANG10 B15 222.332 30 70 7 COMBBAO MAX 2.95 10.39 0.55 2ỉ25 9.81 7.66 ỉ8a200
TANG10 B15 -191.766 30 70 7 COMBBAO MIN 0.3 8.86 0.47 2ỉ25 9.81 -191.84 ỉ8a150
TANG10 B15 -415.907 30 70 7 COMBBAO MIN 7.575 21.03 1.11 3ỉ25 + 2ỉ20 21 179.97 ỉ8a150
TANG9 B15 215.86 30 70 7 COMBBAO MAX 2.95 10.06 0.53 2ỉ25 9.81 7.55 ỉ8a200
65
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai
TANG9 B15 -212.648 30 70 7 COMBBAO MIN 0.3 9.90 0.52 2ỉ25 9.81 -196.57 ỉ8a150
TANG9 B15 -420.593 30 70 7 COMBBAO MIN 7.575 21.32 1.13 3ỉ25 + 2ỉ20 21 175.38 ỉ8a150
TANG8 B15 212.735 30 70 7 COMBBAO MAX 2.95 9.90 0.52 2ỉ25 9.81 4.92 ỉ8a200
TANG8 B15 -221.185 30 70 7 COMBBAO MIN 0.3 10.33 0.55 2ỉ25 9.81 -199.26 ỉ8a150 TANG8 B15 -405.853 30 70 7 COMBBAO MIN 7.575 20.43 1.08 3ỉ25 + 2ỉ20 21 170.72 ỉ8a150
TANG7 B15 207.613 30 70 7 COMBBAO MAX 2.95 9.65 0.51 2ỉ25 9.81 2.06 ỉ8a200
TANG7 B15 -233.098 30 70 7 COMBBAO MIN 0.3 10.93 0.58 2ỉ25 9.81 -202.54 ỉ8a150 TANG7 B15 -391.932 30 70 7 COMBBAO MIN 7.575 19.60 1.04 3ỉ25 + 2ỉ20 21 165.96 ỉ8a150
TANG6 B15 205.291 30 70 7 COMBBAO MAX 3.425 9.53 0.50 2ỉ25 9.81 3.82 ỉ8a200
TANG6 B15 -240.255 30 70 7 COMBBAO MIN 0.3 11.30 0.60 2ỉ25 9.81 -204.78 ỉ8a150 TANG6 B15 -371.864 30 70 7 COMBBAO MIN 7.575 18.43 0.98 3ỉ25 + 2ỉ20 21 161.55 ỉ8a150
TANG5 B15 194.282 30 70 7 COMBBAO MAX 3.9 8.99 0.48 2ỉ25 9.81 7.19 ỉ8a200
TANG5 B15 -249.421 30 70 7 COMBBAO MIN 0.375 11.77 0.62 2ỉ25+1ỉ20 12.95 -209.43 ỉ8a150 TANG5 B15 -358.933 30 70 7 COMBBAO MIN 7.525 17.69 0.94 2ỉ25+2ỉ22 17.41 155.9 ỉ8a150
TANG4 B15 188.311 30 70 7 COMBBAO MAX 3.9 8.69 0.46 2ỉ25 9.81 5.69 ỉ8a200
TANG4 B15 -258.021 30 70 7 COMBBAO MIN 0.375 12.21 0.65 2ỉ25+1ỉ20 12.95 -210.99 ỉ8a150 TANG4 B15 -357.418 30 70 7 COMBBAO MIN 7.525 17.61 0.93 2ỉ25+2ỉ22 17.41 154.44 ỉ8a150
TANG3 B15 186.544 30 70 7 COMBBAO MAX 3.9 8.61 0.46 2ỉ25 9.81 1.51 ỉ8a200
TANG3 B15 -255.715 30 70 7 COMBBAO MIN 0.375 12.09 0.64 2ỉ25+1ỉ20 12.95 -210.09 ỉ8a150 TANG3 B15 -337.784 30 70 7 COMBBAO MIN 7.525 16.50 0.87 2ỉ25+2ỉ22 17.41 154.55 ỉ8a150
TANG2 B15 187.367 30 70 7 COMBBAO MAX 3.9 8.65 0.46 2ỉ25 9.81 -3.01 ỉ8a200
TANG2 B15 -250.121 30 70 7 COMBBAO MIN 0.375 11.81 0.62 2ỉ25+1ỉ20 12.95 -208.55 ỉ8a150 TANG2 B15 -312.511 30 70 7 COMBBAO MIN 7.525 15.11 0.80 2ỉ25+2ỉ22 17.41 154.9 ỉ8a150
TANG1 B15 176.435 30 70 7 COMBBAO MAX 3.9 8.11 0.43 2ỉ25 9.81 22.64 ỉ8a200
TANG1 B15 -224.757 30 70 7 COMBBAO MIN 0.375 10.51 0.56 2ỉ25+1ỉ20 12.95 -189.7 ỉ8a150 TANG1 B15 -255.925 30 70 7 COMBBAO MIN 7.525 12.11 0.64 2ỉ25+1ỉ20 12.95 161.02 ỉ8a150
HAM B15 206.274 30 70 7 COMBBAO MAX 3.9 9.58 0.51 2ỉ25 9.81 19.04 ỉ8a200
HAM B15 -261.481 30 70 7 COMBBAO MIN 0.375 12.39 0.66 2ỉ25+1ỉ20 12.95 -223.61 ỉ8a150 HAM B15 -271.19 30 70 7 COMBBAO MIN 7.525 12.90 0.68 2ỉ25+1ỉ20 12.95 140.18 ỉ8a150 TANG MAI B27 402.54 30 70 7 COMBBAO MAX 3.6 20.23 1.07 3ỉ28 + 2ỉ28 30.77 -140.14 ỉ8a150 TANG MAI B27 -638.807 30 70 7 COMBBAO MIN 0 36.80 1.95 3ỉ28 + 3ỉ28 36.92 -327.98 ỉ8a150 TANG MAI B27 248.053 30 70 7 COMBBAO MIN 3.6 11.70 0.62 3ỉ28 + 2ỉ28 30.77 -248.83 ỉ8a150 TANG16 B27 654.441 30 70 7 COMBBAO MAX 3.6 38.15 2.02 3ỉ28 + 2ỉ28 30.77 -225.58 ỉ8a150 TANG16 B27 -847.196 30 70 7 COMBBAO MIN 0 51.84 3ỉ28 + 3ỉ28 36.92 -455.14 ỉ8a150 TANG16 B27 405.722 30 70 7 COMBBAO MIN 3.6 20.42 1.08 3ỉ28 + 2ỉ28 30.77 -384.86 ỉ8a150
66
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai TANG15 B27 594.823 30 70 7 COMBBAO MAX 3.6 33.21 1.76 3ỉ28 + 2ỉ28 30.77 -197.78 ỉ8a150 TANG15 B27 -798.545 30 70 7 COMBBAO MIN 0 49.62 3ỉ28 + 3ỉ28 36.92 -423.75 ỉ8a150 TANG15 B27 354.05 30 70 7 COMBBAO MIN 3.6 17.42 0.92 3ỉ28 + 2ỉ28 30.77 -354.08 ỉ8a150 TANG14 B27 595.722 30 70 7 COMBBAO MAX 3.6 33.28 1.76 3ỉ28 + 2ỉ28 30.77 -187.36 ỉ8a150 TANG14 B27 -793.167 30 70 7 COMBBAO MIN 0 49.38 3ỉ28 + 3ỉ28 36.92 -422.31 ỉ8a150 TANG14 B27 339.119 30 70 7 COMBBAO MIN 3.6 16.58 0.88 3ỉ28 + 2ỉ28 30.77 -353.04 ỉ8a150 TANG13 B27 584.927 30 70 7 COMBBAO MAX 3.6 32.45 1.72 3ỉ28 + 2ỉ28 30.77 -171.44 ỉ8a150 TANG13 B27 -780.77 30 70 7 COMBBAO MIN 0 48.81 3ỉ28 + 3ỉ28 36.92 -415.99 ỉ8a150 TANG13 B27 313.469 30 70 7 COMBBAO MIN 3.6 15.16 0.80 3ỉ28 + 2ỉ28 30.77 -346.4 ỉ8a150 TANG12 B27 572.599 30 70 7 COMBBAO MAX 3.6 31.52 1.67 3ỉ28 + 2ỉ28 30.77 -153.55 ỉ8a150 TANG12 B27 -764.667 30 70 7 COMBBAO MIN 0 48.08 3ỉ28 + 3ỉ28 36.92 -408.23 ỉ8a150 TANG12 B27 285.206 30 70 7 COMBBAO MIN 3.6 13.64 0.72 3ỉ28 + 2ỉ28 30.77 -338.26 ỉ8a150 TANG11 B27 549.669 30 70 7 COMBBAO MAX 3.6 29.83 1.58 3ỉ28 + 2ỉ28 30.77 -131.72 ỉ8a150 TANG11 B27 -740.964 30 70 7 COMBBAO MIN 0 46.99 3ỉ28 + 3ỉ28 36.92 -395.68 ỉ8a150 TANG11 B27 249.385 30 70 7 COMBBAO MIN 3.6 11.77 0.62 3ỉ28 + 2ỉ28 30.77 -324.72 ỉ8a150 TANG10 B27 552.584 30 70 7 COMBBAO MAX 3.575 30.04 1.59 3ỉ28 + 2ỉ25 28.27 -116.56 ỉ8a150 TANG10 B27 -725.535 30 70 7 COMBBAO MIN 0 45.09 2.39 3ỉ28 + 3ỉ28 36.92 -393.82 ỉ8a150 TANG10 B27 227.996 30 70 7 COMBBAO MIN 3.575 10.67 0.56 3ỉ28 + 2ỉ25 28.27 -324.54 ỉ8a150 TANG9 B27 555.46 30 70 7 COMBBAO MAX 3.575 30.25 1.60 3ỉ28 + 2ỉ25 28.27 -100.92 ỉ8a150 TANG9 B27 -708.078 30 70 7 COMBBAO MIN 0 43.25 2.29 3ỉ28 + 3ỉ28 36.92 -389.5 ỉ8a150 TANG9 B27 206.712 30 70 7 COMBBAO MIN 3.575 9.60 0.51 3ỉ28 + 2ỉ25 28.27 -321.01 ỉ8a150 TANG8 B27 521.13 30 70 7 COMBBAO MAX 3.575 27.81 1.47 3ỉ28 + 2ỉ25 28.27 -77.2 ỉ8a150 TANG8 B27 -672.622 30 70 7 COMBBAO MIN 0 39.80 2.11 3ỉ28 + 3ỉ28 36.92 -370.92 ỉ8a150 TANG8 B27 167.433 30 70 7 COMBBAO MIN 3.575 7.67 0.41 3ỉ28 + 2ỉ25 28.27 -300.42 ỉ8a150 TANG7 B27 486.53 30 70 7 COMBBAO MAX 3.575 25.48 1.35 3ỉ28 + 2ỉ25 28.27 -53.84 ỉ8a150 TANG7 B27 -632.064 30 70 7 COMBBAO MIN 0 36.23 1.92 3ỉ28 + 3ỉ28 36.92 -350.86 ỉ8a150 TANG7 B27 129.748 30 70 7 COMBBAO MIN 3.575 5.87 0.31 3ỉ28 + 2ỉ25 28.27 -278.36 ỉ8a150 TANG6 B27 435.919 30 70 7 COMBBAO MAX 3.575 22.26 1.18 3ỉ28 + 2ỉ25 28.27 -27.91 ỉ8a150 TANG6 B27 -579.871 30 70 7 COMBBAO MIN 0 32.06 1.70 3ỉ28 + 3ỉ28 36.92 -323.58 ỉ8a150 TANG6 B27 86.572 30 70 7 COMBBAO MIN 3.575 3.86 0.20 3ỉ28 + 2ỉ25 28.27 -247.96 ỉ8a150 TANG5 B27 409.735 30 70 7 COMBBAO MAX 3.525 20.66 1.09 2ỉ28 + 2ỉ22 19.91 -8.67 ỉ8a150 TANG5 B27 -534.428 30 70 7 COMBBAO MIN 0 28.74 1.52 3ỉ28 + 2ỉ25 28.27 -307.06 ỉ8a150 TANG5 B27 58.466 30 70 7 COMBBAO MIN 3.525 2.59 0.14 2ỉ28 + 2ỉ22 19.91 -231.6 ỉ8a150 TANG4 B27 386.438 30 70 7 COMBBAO MAX 3.525 19.28 1.02 2ỉ28 + 2ỉ22 19.91 2.31 ỉ8a150 TANG4 B27 -491.556 30 70 7 COMBBAO MIN 0 25.81 1.37 3ỉ28 + 2ỉ25 28.27 -289.06 ỉ8a150
67
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai TANG4 B27 41.955 30 70 7 COMBBAO MIN 3.525 1.85 0.10 2ỉ28 + 2ỉ22 19.91 -212.37 ỉ8a150 TANG3 B27 326.589 30 70 7 COMBBAO MAX 3.525 15.88 0.84 2ỉ28 + 2ỉ22 19.91 15.26 ỉ8a150 TANG3 B27 -428.19 30 70 7 COMBBAO MIN 0 21.78 1.15 3ỉ28 + 2ỉ25 28.27 -256.12 ỉ8a150 TANG3 B27 20.127 30 70 7 COMBBAO MIN 3.525 0.88 0.05 2ỉ28 + 2ỉ22 19.91 -175.22 ỉ8a150 TANG2 B27 249.066 30 70 7 COMBBAO MAX 3.525 11.75 0.62 2ỉ28 + 2ỉ22 19.91 27.87 ỉ8a150 TANG2 B27 -359.733 30 70 7 COMBBAO MIN 0 17.74 0.94 3ỉ28 + 2ỉ25 28.27 -218.74 ỉ8a150 TANG2 B27 -3.476 30 70 7 COMBBAO MIN 3.525 0.15 0.01 2ỉ28 + 2ỉ22 19.91 -130.1 ỉ8a150
TANG1 B27 110.856 30 70 7 COMBBAO MAX 3.525 4.99 0.26 2ỉ25 9.81 27.28 ỉ8a150
TANG1 B27 -213.226 30 70 7 COMBBAO MIN 0 9.93 0.53 2ỉ25 9.81 -142.85 ỉ8a150
TANG1 B27 -2.629 30 70 7 COMBBAO MIN 3.525 0.11 0.01 2ỉ25 9.81 -44.55 ỉ8a150
HAM B27 29.506 30 70 7 COMBBAO MAX 1.9 1.29 0.07 2ỉ25 9.81 15.52 ỉ8a200
HAM B27 -92.198 30 70 7 COMBBAO MIN 0 4.12 0.22 2ỉ25 9.81 -89.07 ỉ8a150
HAM B27 -19.757 30 70 7 COMBBAO MIN 3.525 0.86 0.05 2ỉ25 9.81 12.22 ỉ8a150
68 Bảng 5. 22: Bố trí thép cho dầm trục 3
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai
TANG1 B34 45.279 25 50 5 COMBBAO MAX 4.075 2.85 0.25 2ỉ22 7.6 0.29 ỉ8a200
TANG1 B34 -75.295 25 50 5 COMBBAO MIN 0 4.85 0.43 2ỉ22 7.6 -48.54 ỉ8a150
TANG1 B34 19.409 25 50 5 COMBBAO MIN 4.075 1.20 0.11 2ỉ22 7.6 -13.54 ỉ8a150
HAM B34 20.15 25 50 5 COMBBAO MAX 2.95 1.24 0.11 2ỉ22 7.6 0.55 ỉ8a200
HAM B34 -58.062 25 50 5 COMBBAO MIN 0 3.69 0.33 2ỉ20 6.28 -46.73 ỉ8a150
HAM B34 -8.772 25 50 5 COMBBAO MIN 4.075 0.54 0.05 2ỉ20 6.28 10.01 ỉ8a150
TANG MAI B35 290.809 30 70 7 COMBBAO MAX 4.55 13.94 0.74 4ỉ20 12.56 6.46 ỉ8a200 TANG MAI B35 -277.458 30 70 7 COMBBAO MIN 0.25 13.23 0.70 3ỉ22+2ỉ20 17.68 -247.04 ỉ8a150 TANG MAI B35 -308.634 30 70 7 COMBBAO MIN 8.525 14.90 0.79 3ỉ22+2ỉ20 17.68 200.79 ỉ8a150 TANG16 B35 245.219 30 70 7 COMBBAO MAX 4.55 11.55 0.61 4ỉ20 12.56 -1.22 ỉ8a200 TANG16 B35 -357.992 30 70 7 COMBBAO MIN 0.25 17.64 0.93 3ỉ22+2ỉ20 17.68 -252.72 ỉ8a150 TANG16 B35 -312.349 30 70 7 COMBBAO MIN 8.525 15.10 0.80 3ỉ22+2ỉ20 17.68 185.58 ỉ8a150
TANG15 B35 254.511 30 70 7 COMBBAO MAX 4.55 12.03 0.64 4ỉ20 12.56 1.66 ỉ8a200
TANG15 B35 -334.154 30 70 7 COMBBAO MIN 0.25 16.30 0.86 3ỉ22+2ỉ20 17.68 -247.95 ỉ8a150 TANG15 B35 -313.218 30 70 7 COMBBAO MIN 8.525 15.15 0.80 3ỉ22+2ỉ20 17.68 186.42 ỉ8a150
TANG14 B35 251.731 30 70 7 COMBBAO MAX 4.55 11.89 0.63 4ỉ20 12.56 2.9 ỉ8a200
TANG14 B35 -339.769 30 70 7 COMBBAO MIN 0.25 16.61 0.88 3ỉ22+2ỉ20 17.68 -249.05 ỉ8a150 TANG14 B35 -321.204 30 70 7 COMBBAO MIN 8.525 15.59 0.82 3ỉ22+2ỉ20 17.68 184.82 ỉ8a150
TANG13 B35 250.899 30 70 7 COMBBAO MAX 4.55 11.85 0.63 4ỉ20 12.56 4.85 ỉ8a200
TANG13 B35 -339.384 30 70 7 COMBBAO MIN 0.25 16.59 0.88 3ỉ22+2ỉ20 17.68 -248.84 ỉ8a150 TANG13 B35 -329.65 30 70 7 COMBBAO MIN 8.525 16.05 0.85 3ỉ22+2ỉ20 17.68 183.44 ỉ8a150
TANG12 B35 248.881 30 70 7 COMBBAO MAX 4.55 11.74 0.62 4ỉ20 12.56 6.96 ỉ8a200
TANG12 B35 -340.28 30 70 7 COMBBAO MIN 0.25 16.64 0.88 3ỉ22+2ỉ20 17.68 -248.78 ỉ8a150 TANG12 B35 -340.007 30 70 7 COMBBAO MIN 8.525 16.63 0.88 3ỉ22+2ỉ20 17.68 181.94 ỉ8a150
TANG11 B35 249.209 30 70 7 COMBBAO MAX 4.55 11.76 0.62 4ỉ20 12.56 9.39 ỉ8a200
TANG11 B35 -333.219 30 70 7 COMBBAO MIN 0.25 16.25 0.86 3ỉ22+2ỉ20 17.68 -246.87 ỉ8a150 TANG11 B35 -348.227 30 70 7 COMBBAO MIN 8.525 17.09 0.90 3ỉ22+2ỉ20 17.68 181.24 ỉ8a150
TANG10 B35 234.963 30 70 7 COMBBAO MAX 4.55 11.03 0.58 3ỉ22 11.4 12.27 ỉ8a200
TANG10 B35 -349.996 30 70 7 COMBBAO MIN 0.3 17.19 0.91 5ỉ22 19 -251.69 ỉ8a150
TANG10 B35 -358.907 30 70 7 COMBBAO MIN 8.45 17.69 0.94 5ỉ22 19 174.79 ỉ8a150
TANG9 B35 227.771 30 70 7 COMBBAO MAX 4.55 10.66 0.56 3ỉ22 11.4 13.68 ỉ8a200
69
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai
TANG9 B35 -370.498 30 70 7 COMBBAO MIN 0.3 18.36 0.97 5ỉ22 19 -256.32 ỉ8a150
TANG9 B35 -372.465 30 70 7 COMBBAO MIN 8.45 18.47 0.98 5ỉ22 19 170.22 ỉ8a150
TANG8 B35 228.384 30 70 7 COMBBAO MAX 4.55 10.69 0.57 3ỉ22 11.4 15.17 ỉ8a200
TANG8 B35 -367.724 30 70 7 COMBBAO MIN 0.3 18.20 0.96 5ỉ22 19 -255.89 ỉ8a150
TANG8 B35 -376.508 30 70 7 COMBBAO MIN 8.45 18.70 0.99 5ỉ22 19 168.9 ỉ8a150
TANG7 B35 227.618 30 70 7 COMBBAO MAX 3.7 10.65 0.56 3ỉ22 11.4 2.08 ỉ8a200
TANG7 B35 -369.08 30 70 7 COMBBAO MIN 0.3 18.27 0.97 5ỉ22 19 -256.23 ỉ8a150
TANG7 B35 -381.804 30 70 7 COMBBAO MIN 8.45 19.01 1.01 5ỉ22 19 167.27 ỉ8a150
TANG6 B35 229.271 30 70 7 COMBBAO MAX 3.7 10.74 0.57 3ỉ22 11.4 3.36 ỉ8a200
TANG6 B35 -361.976 30 70 7 COMBBAO MIN 0.3 17.87 0.95 5ỉ22 19 -254.44 ỉ8a150
TANG6 B35 -385.005 30 70 7 COMBBAO MIN 8.45 19.20 1.02 5ỉ22 19 167.18 ỉ8a150
TANG5 B35 221.168 30 70 7 COMBBAO MAX 3.7 10.33 0.55 3ỉ22 11.4 3.44 ỉ8a200
TANG5 B35 -362.977 30 70 7 COMBBAO MIN 0.375 17.92 0.95 3ỉ22+2ỉ20 17.68 -257.84 ỉ8a150 TANG5 B35 -365.803 30 70 7 COMBBAO MIN 8.35 18.09 0.96 3ỉ22+2ỉ20 17.68 160.84 ỉ8a150
TANG4 B35 217.28 30 70 7 COMBBAO MAX 3.7 10.13 0.54 3ỉ22 11.4 2.67 ỉ8a200
TANG4 B35 -371.31 30 70 7 COMBBAO MIN 0.375 18.40 0.97 3ỉ22+2ỉ20 17.68 -259.92 ỉ8a150 TANG4 B35 -364.211 30 70 7 COMBBAO MIN 8.35 18.00 0.95 3ỉ22+2ỉ20 17.68 159.11 ỉ8a150
TANG3 B35 216.986 30 70 7 COMBBAO MAX 4.55 10.12 0.54 3ỉ22 11.4 15.65 ỉ8a200
TANG3 B35 -361.97 30 70 7 COMBBAO MIN 0.375 17.87 0.95 3ỉ22+2ỉ20 17.68 -257.31 ỉ8a150 TANG3 B35 -356.947 30 70 7 COMBBAO MIN 8.35 17.58 0.93 3ỉ22+2ỉ20 17.68 161.63 ỉ8a150
TANG2 B35 217.403 30 70 7 COMBBAO MAX 4.55 10.14 0.54 3ỉ22 11.4 13.85 ỉ8a200
TANG2 B35 -348.687 30 70 7 COMBBAO MIN 0.375 17.11 0.91 3ỉ22+2ỉ20 17.68 -253.61 ỉ8a150 TANG2 B35 -347.569 30 70 7 COMBBAO MIN 8.35 17.05 0.90 3ỉ22+2ỉ20 17.68 165.41 ỉ8a150
TANG1 B35 219.169 30 70 7 COMBBAO MAX 4.55 10.23 0.54 3ỉ22 11.4 5.66 ỉ8a200
TANG1 B35 -303.948 30 70 7 COMBBAO MIN 0.375 14.65 0.77 3ỉ22+2ỉ20 17.68 -245.93 ỉ8a150 TANG1 B35 -309.765 30 70 7 COMBBAO MIN 8.35 14.96 0.79 3ỉ22+2ỉ20 17.68 182.56 ỉ8a150
HAM B35 255.433 30 70 7 COMBBAO MAX 4.55 12.08 0.64 3ỉ22 11.4 -1.24 ỉ8a200
HAM B35 -346.975 30 70 7 COMBBAO MIN 0.375 17.02 0.90 3ỉ22+2ỉ20 17.68 -283.57 ỉ8a150 HAM B35 -349.817 30 70 7 COMBBAO MIN 8.35 17.18 0.91 3ỉ22+2ỉ20 17.68 164.11 ỉ8a150
TANG MAI B36 266.959 30 70 7 COMBBAO MAX 3.9 12.68 0.67 4ỉ20 12.56 4.76 ỉ8a200
TANG MAI B36 -98.687 30 70 7 COMBBAO MIN 0.275 4.42 0.23 2ỉ22 7.6 -170.39 ỉ8a150
TANG MAI B36 -270.015 30 70 7 COMBBAO MIN 8.8 12.84 0.68 6ỉ22 22.8 13.9 ỉ8a150
TANG16 B36 276.801 30 70 7 COMBBAO MAX 2.925 13.20 0.70 4ỉ20 12.56 8.61 ỉ8a200
TANG16 B36 -28.151 30 70 7 COMBBAO MIN 0.275 1.23 0.07 2ỉ22 7.6 -138.4 ỉ8a150
TANG16 B36 -418.061 30 70 7 COMBBAO MIN 8.8 21.16 1.12 6ỉ22 22.8 69.05 ỉ8a150
70
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai TANG15 B36 267.145 30 70 7 COMBBAO MAX 2.925 12.69 0.67 4ỉ20 12.56 5.93 ỉ8a200 TANG15 B36 -47.908 30 70 7 COMBBAO MIN 0.275 2.11 0.11 2ỉ22 7.6 -143.85 ỉ8a150
TANG15 B36 -415.314 30 70 7 COMBBAO MIN 8.8 21.00 1.11 6ỉ22 22.8 70.81 ỉ8a150
TANG14 B36 265.353 30 70 7 COMBBAO MAX 2.925 12.60 0.67 4ỉ20 12.56 4.92 ỉ8a200 TANG14 B36 -62.011 30 70 7 COMBBAO MIN 0.275 2.75 0.15 2ỉ22 7.6 -148.14 ỉ8a150
TANG14 B36 -411.126 30 70 7 COMBBAO MIN 8.8 20.74 1.10 6ỉ22 22.8 71.16 ỉ8a150
TANG13 B36 260.484 30 70 7 COMBBAO MAX 2.925 12.34 0.65 4ỉ20 12.56 2.76 ỉ8a200
TANG13 B36 -82.38 30 70 7 COMBBAO MIN 0.275 3.67 0.19 2ỉ22 7.6 -154.21 ỉ8a150
TANG13 B36 -403.878 30 70 7 COMBBAO MIN 8.8 20.31 1.07 6ỉ22 22.8 71.56 ỉ8a150
TANG12 B36 254.945 30 70 7 COMBBAO MAX 2.925 12.05 0.64 4ỉ20 12.56 0.03 ỉ8a200
TANG12 B36 -105.7 30 70 7 COMBBAO MIN 0.275 4.75 0.25 2ỉ22 7.6 -161.2 ỉ8a150
TANG12 B36 -394.529 30 70 7 COMBBAO MIN 8.8 19.76 1.05 6ỉ22 22.8 72.21 ỉ8a150
TANG11 B36 247.119 30 70 7 COMBBAO MAX 3.413 11.65 0.62 4ỉ20 12.56 3.87 ỉ8a200 TANG11 B36 -135.738 30 70 7 COMBBAO MIN 0.275 6.16 0.33 2ỉ22 7.6 -169.69 ỉ8a150
TANG11 B36 -381.15 30 70 7 COMBBAO MIN 8.8 18.97 1.00 6ỉ22 22.8 72.86 ỉ8a150
TANG10 B36 252.101 30 70 7 COMBBAO MAX 3.413 11.91 0.63 3ỉ22 11.4 3.07 ỉ8a200
TANG10 B36 -147.163 30 70 7 COMBBAO MIN 0.35 6.70 0.35 3ỉ22 11.4 -175.62 ỉ8a150 TANG10 B36 -372.307 30 70 7 COMBBAO MIN 8.8 18.46 0.98 3ỉ22+2ỉ20 17.68 74.97 ỉ8a150
TANG9 B36 253.417 30 70 7 COMBBAO MAX 3.413 11.98 0.63 3ỉ22 11.4 1.98 ỉ8a200
TANG9 B36 -166.927 30 70 7 COMBBAO MIN 0.35 7.65 0.40 3ỉ22 11.4 -181.63 ỉ8a150 TANG9 B36 -365.731 30 70 7 COMBBAO MIN 8.8 18.08 0.96 3ỉ22+2ỉ20 17.68 76.19 ỉ8a150
TANG8 B36 248.881 30 70 7 COMBBAO MAX 3.9 11.74 0.62 3ỉ22 11.4 6.13 ỉ8a200
TANG8 B36 -193.693 30 70 7 COMBBAO MIN 0.35 8.96 0.47 3ỉ22 11.4 -189.14 ỉ8a150 TANG8 B36 -353.365 30 70 7 COMBBAO MIN 8.8 17.38 0.92 3ỉ22+2ỉ20 17.68 76.93 ỉ8a150
TANG7 B36 245.584 30 70 7 COMBBAO MAX 3.9 11.57 0.61 3ỉ22 11.4 1.76 ỉ8a200
TANG7 B36 -220.487 30 70 7 COMBBAO MIN 0.35 10.29 0.54 3ỉ22 11.4 -196.7 ỉ8a150 TANG7 B36 -339.547 30 70 7 COMBBAO MIN 8.8 16.60 0.88 3ỉ22+2ỉ20 17.68 78.02 ỉ8a150
TANG6 B36 240.503 30 70 7 COMBBAO MAX 3.9 11.31 0.60 3ỉ22 11.4 -3.99 ỉ8a200
TANG6 B36 -248.933 30 70 7 COMBBAO MIN 0.35 11.74 0.62 3ỉ22 11.4 -204.46 ỉ8a150 TANG6 B36 -322.334 30 70 7 COMBBAO MIN 8.8 15.65 0.83 3ỉ22+2ỉ20 17.68 79.19 ỉ8a150
TANG5 B36 239.342 30 70 7 COMBBAO MAX 3.9 11.25 0.60 3ỉ22 11.4 -9 ỉ8a200
TANG5 B36 -256.764 30 70 7 COMBBAO MIN 0.45 12.15 0.64 2ỉ22+2ỉ20 13.88 -211.26 ỉ8a150 TANG5 B36 -305.063 30 70 7 COMBBAO MIN 8.8 14.71 0.78 2ỉ22+2ỉ20 13.88 81.17 ỉ8a150
TANG4 B36 237.515 30 70 7 COMBBAO MAX 3.9 11.16 0.59 3ỉ22 11.4 -13.04 ỉ8a200
TANG4 B36 -270.581 30 70 7 COMBBAO MIN 0.45 12.87 0.68 2ỉ22+2ỉ20 13.88 -215.31 ỉ8a150
71
Story Beam M3 (kN.m)
b (cm)
h (cm)
a
(cm) Load Loc As
(cm2) μ% Chọn thép Aschọn
(cm2) Q Thép đai TANG4 B36 -292.4 30 70 7 COMBBAO MIN 8.8 14.03 0.74 2ỉ22+2ỉ20 13.88 82.48 ỉ8a150
TANG3 B36 232.931 30 70 7 COMBBAO MAX 3.9 10.92 0.58 3ỉ22 11.4 22.87 ỉ8a200
TANG3 B36 -281.17 30 70 7 COMBBAO MIN 0.45 13.43 0.71 2ỉ22+2ỉ20 13.88 -217.92 ỉ8a150 TANG3 B36 -275.574 30 70 7 COMBBAO MIN 8.8 13.13 0.69 2ỉ22+2ỉ20 13.88 83.73 ỉ8a150
TANG2 B36 228.102 30 70 7 COMBBAO MAX 3.9 10.68 0.57 3ỉ22 11.4 15.37 ỉ8a200
TANG2 B36 -289.966 30 70 7 COMBBAO MIN 0.45 13.90 0.74 2ỉ22+2ỉ20 13.88 -219.78 ỉ8a150 TANG2 B36 -251.212 30 70 7 COMBBAO MIN 8.8 11.86 0.63 2ỉ22+2ỉ20 13.88 83.75 ỉ8a150
TANG1 B36 218.657 30 70 7 COMBBAO MAX 4.39 10.20 0.54 3ỉ22 11.4 7.33 ỉ8a200
TANG1 B36 -280.482 30 70 7 COMBBAO MIN 0.45 13.39 0.71 3ỉ22+2ỉ20 17.68 -214.75 ỉ8a150
TANG1 B36 -205.049 30 70 7 COMBBAO MIN 8.8 9.52 0.50 3ỉ22 11.4 86.64 ỉ8a150
HAM B36 259.997 30 70 7 COMBBAO MAX 4.88 12.32 0.65 3ỉ22 11.4 3.44 ỉ8a200
HAM B36 -347.264 30 70 7 COMBBAO MIN 0.45 17.03 0.90 3ỉ22+2ỉ20 17.68 -265.95 ỉ8a150
HAM B36 -214.912 30 70 7 COMBBAO MIN 8.8 10.01 0.53 3ỉ22 11.4 82.09 ỉ8a150