determine the size of the following structural elements and carry out the structural design calculations of them in acco

[answerhappygod]

determine the size of the following structural elements and
carry out the structural design calculations of them in accordance
with Hong Kong Code of Practice for Structural Use of Concrete
(2013). You may ignore the effect of wind while carrying out the
design:
Simple-supported flanged beam 1B55 as shown in the Drawing No.
E3-03-1;

Determine The Size Of The Following Structural Elements And Carry Out The Structural Design Calculations Of Them In Acco 1 (284.88 KiB) Viewed 37 times

A B C D E (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) C1B74 (400x900) 200THK. H.W- C1B70 (400x900) S-5 8 SUBMISSION) 1886 (200 x 700) 2 E3-10-2 (STAIRCASE DETAIL UNDER SEPARATE E3-10-1 1867 (200 x 700 3 E3-10-3 C1B78 (400x900) B1 GOLE C1 200THK.B.W. D1 3450 1888 (200x700) 1891A/300x800) 12500 (200x700) C1B104A (600x900) 1890 C1B89 (200 x 700) www Gott www S-4 -1885 (600x900) 1B71 (400 x 900) 1865 1825 185 5000 1583 7450 1587 C1586 1891 (300x200) 1B42 1B36 1875(400x900) 1S84 1879 (400x900) C1S53 10051006 C1S45 4050 A2 7 B2 1892 D2 A2A 600x600 1951 1952 1951 15100 1884 1883 1882 1881 1880 1B76 1872 1866 1861 1860 1856 1B50 1B49 1B43 1B37 1826 1B15 1B6 42.200 1893 A3 η J800 x ⁹00 2000 2000 B3 2400 2400 C3 8400 1B27 1B16 187 D4 2050 9000 1B28 1817 188 9000 D5 8400 1B29 1818 189 1877 6600 1873 1867 B6 41.600 C6 --72600 500 3200 S-3 1857 1851 1B62 1819 1B10 1S48 1844 11S20 1 C7 == D7 -50mm MASS CONCRETE FILL 1820 1B11 14700 (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) 1B52 1B45 1838 1B30 41.650 1B20A S-7 C8 6030 200THK. H.W. UNDER
6 200THK. H.W. UNDER 182 SEPARATE SUBMISSION) (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) (STAIRCASE DETAIL UNDER S-1 H2B 89 3900 3800 183 E12 2850 1812 200THK.B.W 200THK HW. UNDER 1S2 153 18123 (600x900) 2275 2075 18125 18128 Tidos xodal 18131 18132 (400x700) 18134 10070 1255 200THK HW UNDER 1B 8 3500 1830 200THK BW.|| 200THK HW. UNDER 5 18 700x700 1832 18133 1526 18124 3500 18130 835 18126 18135 18136A 1846 1009 3500 18 1550 18138 (500 x 1551 $1 1564 1556 18127 (800x900) 1965 1514000x600) m-m- 3000 18142 1868 18136 1558 C1568 18137 (500x800) 3A 15:50 13800 18139 (500x800) 1560 C1575 1869 18141 13800 - 27800 2 181 5 1A I I 8700 10500 9600 7200
1/F FRAMING PLAN 1:200 NOTES: 1. ALL SLABS THICKNESS TO BE DESIGNED, UNLESS OTHERWISE STATED. 2. ALL COLUMNS TO BE DESIGNED, UNLESS OTHERWISE STATED. 3. ALL BEAMS TO BE DESIGNED, UNLESS OTHERWISE STATED. 4. ALL COLUMNS SHALL BE ALIGNED WITH GRIDLINES, UNLESS OTHERWISE STATED. 5. ALL BEAMS SHALL BE ALIGNED WITH CENTER OF COLUMN, UNLESS OTHERWISE STATED.