CHƯƠNG 4: TÍNH TOÁN-THIẾT KẾ HỆ KHUNG
4.8. TÍNH TOÁN - THIẾT KẾ KHUNG TRỤC 2 VÀ KHUNG TRỤC C
4.8.3. Tính toán - thiết kế cột
4.8.3.4. Kết quả tính toán cốt thép cột
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 135 Kết quả tính toán cốt thép cột khung trục 2
Bảng 4. 25: Kết quả tính toán cốt thép cột khung trục 2
tory Column Load P(kN) M
y(kN.m) (M2)
Mx(kN.
m) ( M 3)
L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thép As(cm²) Ghi chú TANG
THUONG
C2 COMB19 -272.99 -199.042 -94.387 3.6 50 50 5 LTL 38.627 1.717 20ỉ20 62.8
PHUONG Y STORY20 C2 COMB19 -610.37 -179.981 -91.153 3.3 50 50 5 LTL 22.946 1.02 20ỉ20 62.8 PHUONG
Y STORY19 C2 COMB19 -953.68 -181.855 -91.066 3.3 50 50 5 LTL 13.913 0.618 20ỉ20 62.8 PHUONG
Y STORY18 C2 COMB19 -1299.01 -181.144 -89.74 3.3 50 50 5 LTL 7.032 0.313 20ỉ20
62.8
PHUONG Y STORY17 C2 COMB19 -1648.03 -181.41 -87.196 3.3 50 50 5 LTL 2.9933 0.133 20ỉ20 62.8 PHUONG
Y STORY16 C2 COMB19 -2001.96 -181.559 -84.663 3.3 50 50 5 LTRB 2.3101 0.103 20ỉ20 62.8 PHUONG
Y STORY15 C2 COMB19 -2363.58 -181.12 -81.561 3.3 50 50 5 LTRB 3.1122 0.138 20ỉ20 62.8 PHUONG
Y STORY14 C2
COMB19 -2734.56 -182.998 -79.033 3.3 50 50 5 LTRB 8.8327 0.393 20ỉ20 62.8
PHUONG Y STORY13 C2 COMB19 -3117.09 -163.917 -67.612 3.3 50 50 5 LTRB 11.649 0.518 20ỉ20 62.8 PHUONG
Y STORY12 C2 COMB19 -3516.04 -199.782 -79.979 3.3 55 55 5 LTRB 3.7083 0.135 20ỉ20 62.8 PHUONG
Y STORY11 C2 COMB19 -3923.01 -191.379 -73.373 3.3 55 55 5 LTRB 11.825 0.43 20ỉ20
62.8
PHUONG Y STORY10 C2 COMB19 -4340.94 -192.687 -70.265 3.3 55 55 5 LTRB 22.958 0.835 20ỉ20 62.8 PHUONG
Y STORY9 C2 COMB19 -4771.62 -170.975 -58.898 3.3 55 55 5 LTRB 31.316 1.139 20ỉ20 62.8 PHUONG
Y
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 136 tory Column Load P(kN)
M
y(kN.m) (M2)
Mx(kN.
m) ( M 3)
L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thép As(cm²) Ghi chú STORY8 C2 COMB19 -5220.83 -198.773 -67.022 3.3 60 60 5 LTRB 20.927 0.634 20ỉ20 62.8 PHUONG
Y STORY7 C2 COMB19 -5678.56 -187.606 -61.637 3.3 60 60 5 LTRB 32.202 0.976 20ỉ20 62.8 PHUONG
Y STORY6 C2 COMB19 -6147.27 -184.41 -59.3 3.3 60 60 5 LTRB 44.882 1.36 20ỉ20 62.8 PHUONG
Y STORY5 C2 COMB3 -6715.66 -75.597 -55.246 3.3 60 60 5 LTRB 56.254 1.705 20ỉ20 62.8 PHUONG
Y STORY4 C2 COMB3 -7230.61 -84.48 -63.729 3.3 65 65 5 LTRB 45.564 1.168 20ỉ20 62.8 PHUONG
Y STORY3 C2 COMB3 -7754.65 -82.485 -58.59 3.3 65 65 5 LTRB 61.534 1.578 24ỉ20 75.36 PHUONG
Y STORY2 C2 COMB3 -8291.76 -75.207 -79.205 3.6 65 65 5 LTRB 78.469 2.012 24ỉ20 75.36 PHUONG
X STORY1 C2 COMB3 -9007.87 -42.617 -65.442 3.3 65 65 5 LTRB 99.725 2.557 24ỉ25 117.75 PHUONG
X HAM C2 COMB3 -9904.24 -10.236 -19.633 1.5 65 65 5 LTRB 123.42 3.165 24ỉ25 117.75 PHUONG
X TANG
THUONG C6 COMB16 -920,65 0,067 612,125 3,6 50 50 5 LTL 75,423473 3,35215 24ỉ22
91,19 PHUONG X STORY20 C6 COMB16 -1204,57 -10,121 589,778 3,3 50 50 5 LTL 67,907978 3,01813 24ỉ22 91,19 PHUONG
X STORY19 C6 COMB16 -1498,59 -5,788 587,406 3,3 50 50 5 LTL 63,669887 2,82977 24ỉ22 91,19 PHUONG
X STORY18 C6 COMB16 -1799,21 -4,902 587,79 3,3 50 50 5 LTL 62,41775 2,77412 24ỉ22
91,19
PHUONG X STORY17 C6 COMB16 -2109,43 -3,461 536,848 3,3 50 50 5 LTB 59,539188 2,64619 24ỉ22 91,19 PHUONG
X
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 137 tory Column Load P(kN)
M
y(kN.m) (M2)
Mx(kN.
m) ( M 3)
L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thép As(cm²) Ghi chú STORY16 C6 COMB16 -2420,02 -3,172 678,083 3,3 55 55 5 LTB 59,655502 2,16929 24ỉ22 91,19 PHUONG
X STORY15 C6 COMB16 -2725,96 -2,232 649,942 3,3 55 55 5 LTB 64,43226 2,34299 24ỉ22 91,19 PHUONG
X STORY14 C6 COMB16 -3041,27 -1,648 648,472 3,3 55 55 5 LTB 73,838763 2,68505 24ỉ22 91,19 PHUONG
X STORY13 C6 COMB16 -3367,62 -0,912 582,046 3,3 55 55 5 LTB 72,301529 2,62915 24ỉ22 91,19 PHUONG
X STORY12 C6 COMB16 -3698,71 -0,362 703,695 3,3 60 60 5 LTB 66,781877 2,02369 24ỉ22 91,19 PHUONG
X STORY11 C6 COMB16 -4031,33 -0,005 617,479 3,3 60 60 5 LTRB 78,935098 2,39197 20ỉ20 62,8 PHUONG
X STORY10 C6 COMB16 -4414,73 0,141 593,005 3,3 60 60 5 LTRB 70,458298 2,1351 20ỉ20 62,8 PHUONG
X STORY9 C6 COMB16 -4812,12 0,26 523,191 3,3 60 60 5 LTRB 57,63079 1,74639 20ỉ20 62,8 PHUONG
X STORY8 C6 COMB16 -5223,04 0,513 604,489 3,3 65 65 5 LTRB 46,226102 1,18528 20ỉ20 62,8 PHUONG
X STORY7 C6 COMB16 -5644,74 0,314 479,583 3,3 65 65 5 LTRB 34,626334 0,88785 20ỉ20
62,8 PHUONG X STORY6 C6 COMB3 -7069,34 0,172 205,889 3,3 65 65 5 LTRB 42,60058 1,09232 24ỉ25 117,75 PHUONG
X STORY5 C6 COMB3 -7643,91 0,194 160,859 3,3 65 65 5 LTRB 58,158794 1,49125 24ỉ25 117,75 PHUONG
X STORY4 C6 COMB3 -8241,05 0,3 158,35 3,3 70 70 5 LTRB 47,890832 1,05255 24ỉ25
117,75
PHUONG X STORY3 C6 COMB3 -8853,23 0,467 116,479 3,3 70 70 5 LTRB 66,506551 1,46168 24ỉ25 117,75 PHUONG
X
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 138 tory Column Load P(kN)
M
y(kN.m) (M2)
Mx(kN.
m) ( M 3)
L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thép As(cm²) Ghi chú STORY2 C6 COMB3 -9494,21 -0,077 113,247 3,6 75 75 5 LTRB 56,012425 1,0669 24ỉ25 117,75 PHUONG
X
STORY1 C6 COMB3 -
10294,64 -0,722 102,025 3,3 80 80 5 LTRB 47,217351 0,78696 24ỉ25 117,75 PHUONG X
HAM C6 COMB3 -
11228,92 -0,65 22,386 1,5 80 80 5 LTRB 72,36109 1,20602 24ỉ25 117,75 PHUONG X
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 139 Kết quả tính toán cốt thép cột khung trục C
Bảng 4. 26: Kết quả tính toán cốt thép cột khung trục C
Story Column Load P(kN) My(kN.m)
(M2) Mx(kN.m)
(M3) L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thộp ỉ As(cm²) Ghi chỳ TANG
THUONG C5 COMB18 -894,56 -82,97 49,553 3,6 50 50 5 LTL -7,5480309 -0,3355 20ỉ18 50,87 PHUONG Y STORY20 C5 COMB19 -1411,91 -78,375 -63,344 3,3 50 50 5 LTRB -42,776933 -1,9012 20ỉ18 50,87 PHUONG Y STORY19 C5 COMB19 -1910,38 -75,956 -63,883 3,3 50 50 5 LTRB -33,037921 -1,4684 20ỉ18 50,87 PHUONG Y STORY18 C5 COMB19 -2412,2 -79,397 -67,11 3,3 50 50 5 LTRB -19,945554 -0,8865 20ỉ18 50,87 PHUONG Y STORY17 C5 COMB19 -2918,64 -72,946 -59,023 3,3 50 50 5 LTRB -8,398563 -0,3733 20ỉ18 50,87 PHUONG Y STORY16 C5 COMB19 -3432,66 -90,872 -68,908 3,3 55 55 5 LTRB -14,511483 -0,5277 20ỉ18 50,87 PHUONG Y STORY15 C5 COMB19 -3949,46 -90,292 -68,182 3,3 55 55 5 LTRB -0,7400145 -0,0269 20ỉ18 50,87 PHUONG Y STORY14 C5 COMB19 -4472,43 -94,836 -73,944 3,3 55 55 5 LTRB 14,715081 0,53509 20ỉ18 50,87 PHUONG Y STORY13 C5 COMB3 -5067,33 -3,865 -68,651 3,3 55 55 5 LTRB 30,162627 1,09682 20ỉ18 50,87 PHUONG X STORY12 C5 COMB3 -5616,06 -3,926 -81,493 3,3 60 60 5 LTRB 22,65751 0,68659 20ỉ18 50,87 PHUONG X STORY11 C5 COMB3 -6170,03 -3,285 -80,049 3,3 60 60 5 LTRB 39,582968 1,19948 20ỉ18 50,87 PHUONG X STORY10 C5 COMB3 -6729,65 -2,894 -86,545 3,3 60 60 5 LTRB 56,681051 1,71761 20ỉ25 98,12 PHUONG X STORY9 C5 COMB3 -7297,65 -2,252 -80,297 3,3 60 60 5 LTRB 74,035168 2,24349 20ỉ25 98,12 PHUONG X STORY8 C5 COMB3 -7878,96 -2,184 -95,38 3,3 65 65 5 LTRB 65,32184 1,67492 20ỉ25 98,12 PHUONG X STORY7 C5 COMB3 -8466,95 -1,93 -94,451 3,3 65 65 5 LTRB 83,240578 2,13437 24ỉ25 117,75 PHUONG X STORY6 C5 COMB3 -9061,02 -1,921 -101,413 3,3 65 65 5 LTRB 101,3446 2,59858 24ỉ28 147,71 PHUONG X STORY5 C5 COMB3 -9663,79 -1,485 -96,69 3,3 65 65 5 LTRB 119,71375 3,06958 24ỉ28 147,71 PHUONG X STORY4 C5 COMB3 -10281,16 -1,192 -113,603 3,3 70 70 5 LTRB 109,92833 2,41601 24ỉ28 147,71 PHUONG X STORY3 C5 COMB3 -10905,01 0,303 -105,134 3,3 70 70 5 LTRB 128,89892 2,83294 24ỉ28 147,71 PHUONG X STORY2 C5 COMB3 -11548,38 -1,021 -119,457 3,6 75 75 5 LTRB 118,47904 2,25674 24ỉ28 147,71 PHUONG X STORY1 C5 COMB3 -12176,61 0,08 -195,294 3,3 80 80 5 LTRB 104,25098 1,73752 24ỉ28 147,71 PHUONG X HAM C5 COMB3 -12811,19 0,015 -59,424 1,5 80 80 5 LTRB 119,86556 1,99776 24ỉ28 147,71 PHUONG X TANG
THUONG C6 COMB16 -920,65 0,067 612,125 3,6 50 50 5 LTL 75,423473 3,35215 24ỉ22 91,19 PHUONG X STORY20 C6 COMB16 -1204,57 -10,121 589,778 3,3 50 50 5 LTL 67,907978 3,01813 24ỉ22 91,19 PHUONG X STORY19 C6 COMB16 -1498,59 -5,788 587,406 3,3 50 50 5 LTL 63,669887 2,82977 24ỉ22 91,19 PHUONG X STORY18 C6 COMB16 -1799,21 -4,902 587,79 3,3 50 50 5 LTL 62,41775 2,77412 24ỉ22 91,19 PHUONG X STORY17 C6 COMB16 -2109,43 -3,461 536,848 3,3 50 50 5 LTB 59,539188 2,64619 24ỉ22 91,19 PHUONG X STORY16 C6 COMB16 -2420,02 -3,172 678,083 3,3 55 55 5 LTB 59,655502 2,16929 24ỉ22 91,19 PHUONG X
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 140 Story Column Load P(kN) My(kN.m)
(M2)
Mx(kN.m)
(M3) L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thộp ỉ As(cm²) Ghi chỳ STORY15 C6 COMB16 -2725,96 -2,232 649,942 3,3 55 55 5 LTB 64,43226 2,34299 24ỉ22 91,19 PHUONG X STORY14 C6 COMB16 -3041,27 -1,648 648,472 3,3 55 55 5 LTB 73,838763 2,68505 24ỉ22 91,19 PHUONG X STORY13 C6 COMB16 -3367,62 -0,912 582,046 3,3 55 55 5 LTB 72,301529 2,62915 24ỉ22 91,19 PHUONG X STORY12 C6 COMB16 -3698,71 -0,362 703,695 3,3 60 60 5 LTB 66,781877 2,02369 24ỉ22 91,19 PHUONG X STORY11 C6 COMB16 -4031,33 -0,005 617,479 3,3 60 60 5 LTRB 78,935098 2,39197 20ỉ20 62,8 PHUONG X STORY10 C6 COMB16 -4414,73 0,141 593,005 3,3 60 60 5 LTRB 70,458298 2,1351 20ỉ20 62,8 PHUONG X STORY9 C6 COMB16 -4812,12 0,26 523,191 3,3 60 60 5 LTRB 57,63079 1,74639 20ỉ20 62,8 PHUONG X STORY8 C6 COMB16 -5223,04 0,513 604,489 3,3 65 65 5 LTRB 46,226102 1,18528 20ỉ20 62,8 PHUONG X STORY7 C6 COMB16 -5644,74 0,314 479,583 3,3 65 65 5 LTRB 34,626334 0,88785 20ỉ20 62,8 PHUONG X STORY6 C6 COMB3 -7069,34 0,172 205,889 3,3 65 65 5 LTRB 42,60058 1,09232 24ỉ25 117,75 PHUONG X STORY5 C6 COMB3 -7643,91 0,194 160,859 3,3 65 65 5 LTRB 58,158794 1,49125 24ỉ25 117,75 PHUONG X STORY4 C6 COMB3 -8241,05 0,3 158,35 3,3 70 70 5 LTRB 47,890832 1,05255 24ỉ25 117,75 PHUONG X STORY3 C6 COMB3 -8853,23 0,467 116,479 3,3 70 70 5 LTRB 66,506551 1,46168 24ỉ25 117,75 PHUONG X STORY2 C6 COMB3 -9494,21 -0,077 113,247 3,6 75 75 5 LTRB 56,012425 1,0669 24ỉ25 117,75 PHUONG X STORY1 C6 COMB3 -10294,64 -0,722 102,025 3,3 80 80 5 LTRB 47,217351 0,78696 24ỉ25 117,75 PHUONG X HAM C6 COMB3 -11228,92 -0,65 22,386 1,5 80 80 5 LTRB 72,36109 1,20602 24ỉ25 117,75 PHUONG X TANG
THUONG C7 COMB18 -838,82 63,939 -557,873 3,6 50 50 5 LTL 77,186447 3,43051 24ỉ20 75,36 PHUONG X STORY20 C7 COMB18 -856,64 38,23 -528,451 3,3 50 50 5 LTL 67,997815 3,02213 24ỉ20 75,36 PHUONG X STORY19 C7 COMB18 -912,61 42,021 -490,824 3,3 50 50 5 LTL 60,801073 2,70227 24ỉ20 75,36 PHUONG X STORY18 C7
COMB26
MIN -1108,54 -9,998 -509,535 3,3 50 50 5 LTL 55,669305 2,47419 24ỉ18 61,04 PHUONG X STORY17 C7
COMB26
MIN -1284,4 -10,021 -463,475 3,3 50 50 5 LTL 45,171266 2,00761 24ỉ18
61,04 PHUONG X STORY16 C7 COMB26
MIN -1469,59 -13,402 -581,765 3,3 55 55 5 LTL 49,234434 1,79034 24ỉ18 61,04 PHUONG X STORY15 C7 COMB26
MIN -1659,08 -13,918 -553,166 3,3 55 55 5 LTL 42,608208 1,54939 24ỉ18 61,04 PHUONG X STORY14 C7 COMB26
MIN -1872,16 -14,828 -546,602 3,3 55 55 5 LTL 39,902137 1,45099 24ỉ18 61,04 PHUONG X STORY13 C7 COMB26
MIN -2110,2 -14,264 -487,814 3,3 55 55 5 LTL 29,897307 1,08717 24ỉ18 61,04 PHUONG X
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 141 Story Column Load P(kN) My(kN.m)
(M2)
Mx(kN.m)
(M3) L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thộp ỉ As(cm²) Ghi chỳ STORY12 C7
COMB26
MIN -2367,24 -17,615 -579,836 3,3 60 60 5 LTL 27,960166 0,84728 24ỉ18 61,04 PHUONG X STORY11 C7
COMB26
MIN -2636,64 -17,418 -544,328 3,3 60 60 5 LTL 22,538105 0,68297 24ỉ18
61,04 PHUONG X STORY10 C7 COMB26
MIN -2932,67 -17,789 -531,401 3,3 60 60 5 LTB 18,007413 0,54568 24ỉ18 61,04 PHUONG X STORY9 C7 COMB26
MIN -3258,24 -16,704 -467,179 3,3 60 60 5 LTRB 26,497877 0,80297 24ỉ18 61,04 PHUONG X STORY8 C7 COMB26
MIN -3615,25 -19,466 -529,601 3,3 60 60 5 LTRB 49,922594 1,51281 24ỉ18 61,04 PHUONG X STORY7 C7
COMB26
MIN -3993,23 -18,781 -488,275 3,3 60 60 5 LTRB 38,148712 1,15602 24ỉ18 61,04 PHUONG X STORY6 C7
COMB26
MIN -4400,62 -18,442 -458,754 3,3 60 60 5 LTRB 37,436731 1,13445 24ỉ18 61,04 PHUONG X STORY5 C7
COMB26
MIN -4838,4 -16,678 -412,462 3,3 60 60 5 LTRB 37,752186 1,14401 24ỉ18
61,04 PHUONG X STORY4 C7 COMB26
MIN -5267,67 -20,245 -413,605 3,3 60 60 5 LTRB 48,545826 1,47109 24ỉ18 61,04 PHUONG X STORY3 C7 COMB26
MIN -5794,28 -18,402 -338,501 3,3 60 60 5 LTRB 51,159883 1,5503 24ỉ20 75,36 PHUONG X STORY2 C7 COMB26
MIN -6316,39 -31,198 -332,439 3,6 60 60 5 LTRB 65,506064 1,98503 24ỉ20 75,36 PHUONG X STORY1 C7 COMB26
MIN -6914,66 -35,412 -296,902 3,3 60 60 5 LTRB 77,426026 2,34624 24ỉ20 75,36 PHUONG X
HAM C7
COMB26
MIN -7482,17 -52,518 -176,776 1,5 60 60 5 LTRB 78,414116 2,37619 24ỉ20 75,36 PHUONG X TANG
THUONG C8
COMB23
MIN -865,25 -117,575 -40,311 3,6 50 50 5 LTL -2,2618989 -0,1005 20ỉ18
50,87 PHUONG Y STORY20 C8 COMB14 -1338,74 71,486 -31,45 3,3 50 50 5 LTRB -51,544795 -2,2909 20ỉ18 50,87 PHUONG Y STORY19 C8 COMB18 -1820,6 75,758 -15,755 3,3 50 50 5 LTRB -40,712472 -1,8094 20ỉ18 50,87 PHUONG Y STORY18 C8 COMB18 -2289,57 74,994 -13,201 3,3 50 50 5 LTRB -28,340647 -1,2596 20ỉ18 50,87 PHUONG Y STORY17 C8 COMB18 -2764,58 67,095 -10,024 3,3 50 50 5 LTRB -16,372552 -0,7277 20ỉ18 50,87 PHUONG Y STORY16 C8 COMB18 -3247,33 81,347 -11,32 3,3 55 55 5 LTRB -23,945325 -0,8707 20ỉ18 50,87 PHUONG Y STORY15 C8 COMB3 -3776,28 9,083 -6,006 3,3 55 55 5 LTRB -9,405919 -0,342 20ỉ18 50,87 PHUONG Y
SVTH: LÊ TRUNG HIẾU – MSSV: 11949012 Trang 142 Story Column Load P(kN) My(kN.m)
(M2)
Mx(kN.m)
(M3) L(m) Cx(cm) Cy(cm) a(cm) THLT As(cm²) à% Chọn
thộp ỉ As(cm²) Ghi chỳ STORY14 C8 COMB3 -4277,42 8,463 1,894 3,3 55 55 5 LTRB 5,9531929 0,21648 20ỉ18 50,87 PHUONG Y STORY13 C8 COMB3 -4787,72 7,035 6,604 3,3 55 55 5 LTRB 21,593044 0,7852 20ỉ18 50,87 PHUONG Y STORY12 C8 COMB3 -5310,61 7,565 13,039 3,3 60 60 5 LTRB 13,325089 0,40379 20ỉ18 50,87 PHUONG X STORY11 C8 COMB3 -5840,38 6,659 21,003 3,3 60 60 5 LTRB 29,511164 0,89428 20ỉ18 50,87 PHUONG X STORY10 C8 COMB3 -6380,34 6,156 32,3 3,3 60 60 5 LTRB 46,008574 1,3942 24ỉ22 91,19 PHUONG X STORY9 C8 COMB3 -6931,26 5,092 36,696 3,3 60 60 5 LTRB 62,840846 1,90427 24ỉ22 91,19 PHUONG X STORY8 C8 COMB3 -7498,04 5,289 50,665 3,3 65 65 5 LTRB 53,713469 1,37727 24ỉ22 91,19 PHUONG X STORY7 C8 COMB3 -8073,8 4,704 59,526 3,3 65 65 5 LTRB 71,259504 1,82717 24ỉ22 91,19 PHUONG X STORY6 C8 COMB3 -8660,56 4,739 71,967 3,3 65 65 5 LTRB 89,140758 2,28566 24ỉ28 147,71 PHUONG X STORY5 C8 COMB3 -9258,71 4,027 76,878 3,3 65 65 5 LTRB 107,36912 2,75305 24ỉ28 147,71 PHUONG X STORY4 C8 COMB3 -9875,76 4,12 80,292 3,3 70 70 5 LTRB 97,600561 2,14507 24ỉ28 147,71 PHUONG X STORY3 C8 COMB3 -10515,96 1,482 115,417 3,3 80 80 5 LTRB 53,924516 0,89874 24ỉ28 147,71 PHUONG X STORY2 C8 COMB3 -11159,79 2,186 106,378 3,6 75 75 5 LTRB 106,66215 2,03166 24ỉ28 147,71 PHUONG X STORY1 C8 COMB3 -11787,54 0,548 190,027 3,3 80 80 5 LTRB 92,460107 1,541 24ỉ28 147,71 PHUONG X HAM C8 COMB3 -12428,64 -1,056 56,206 1,5 80 80 5 LTRB 108,38027 1,80634 24ỉ28 147,71 PHUONG X