determine the size of the following structural elements and carry out the structural design calculations of them in acco
Posted: Thu May 05, 2022 11:52 am
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:
Continuous beam 3B79-3B80-3B81-3B82 (both flanged beam and
rectangular beam design are required) as shown in the Drawing No.
E3-05-1;
M 6700 C3B91 T I 3895 3897 C3B98 3593S 18 3S28 C3B102 3S10 C3B 106 3511 3S20 || C3B110 3S12 | 3S21 1500 || 1850 gl 3200 3B96 3S 13 TC3B 120 T || 17000 || 3S14 3523 10500 || UNDER SEPARATE JU 3542 3200 1770 38115 2700 3S38 || || T || || || 3S39 3544 3554 3B 103 3B 107 3546 3B111 38119 19 3B121 -200THK BW. 4600 3B92 3S43 5530 11 11 27:50 5400 3555 3556 300 THE 38118 36400 3400 3S61 3962 || || 9600 3100 3893 3S70 3B 108 3100 || 35683576 || || 3569 3577 3S84 3B104 38112 3S72 3B116 3578 1900 3579 3583 3S85 3965 3B122 00 3150 3100 3100 1900 I 13588 C3B94 C3B101 C3B 105 C3B 109 C3B113 C3B117 C3B123 9600 I 12500 8400 6600
€255 $455² ER 14700 3832 3B22 3B11 || || || 005€ 3500 2450 1700 38125 38124 | 2:30 CRANKY 250mm MASS- CONCRETE FILL || || 11 8700 11 11 EB C3S89 3868 3B60 3847 50.600 3841 3833 || || SLSS 106?! 381 3876 || 13S82 11 || || 38126 8 3$50 C3533 200THK BW. 38130 DN S-2 C3590 10500 3575 1B1 3868 3551 VESE === A ---- 3801. 1449 38139 3B42 1400 x 900) CRANK 3834 3824 3813 1600) 900 x 2050/140 3 382 (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) E10 38141 F ===== \ ----- 3848 38628 9600 ·F--- (200) €79 ik 50.350 1A 383 1 n + 138.00 3513. 182 13837 ---3805 3526 38142 3817 3816 38:26 7200 3S6 3S35 27800 2A == 13800 1B3 38137 D12 700x700 HIST 3826A 38:136 E11 384 E12 3900 3300 2B S-1 (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) 10070 3A 1B
3/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.
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:
Continuous beam 3B79-3B80-3B81-3B82 (both flanged beam and
rectangular beam design are required) as shown in the Drawing No.
E3-05-1;
- Determine The Size Of The Following Structural Elements And Carry Out The Structural Design Calculations Of Them In Acco 1 (199.43 KiB) Viewed 30 times
€255 $455² ER 14700 3832 3B22 3B11 || || || 005€ 3500 2450 1700 38125 38124 | 2:30 CRANKY 250mm MASS- CONCRETE FILL || || 11 8700 11 11 EB C3S89 3868 3B60 3847 50.600 3841 3833 || || SLSS 106?! 381 3876 || 13S82 11 || || 38126 8 3$50 C3533 200THK BW. 38130 DN S-2 C3590 10500 3575 1B1 3868 3551 VESE === A ---- 3801. 1449 38139 3B42 1400 x 900) CRANK 3834 3824 3813 1600) 900 x 2050/140 3 382 (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) E10 38141 F ===== \ ----- 3848 38628 9600 ·F--- (200) €79 ik 50.350 1A 383 1 n + 138.00 3513. 182 13837 ---3805 3526 38142 3817 3816 38:26 7200 3S6 3S35 27800 2A == 13800 1B3 38137 D12 700x700 HIST 3826A 38:136 E11 384 E12 3900 3300 2B S-1 (STAIRCASE DETAIL UNDER SEPARATE SUBMISSION) 10070 3A 1B
3/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.