Trọn bộ bản vẽ đồ án tốt nghiệp Kết cấu thép. Thông tin liên hệ: levanminhbunggmail.com (Sđt: 034.771.6494) Nội dung bao gồm:+ Bản vẽ kiến trúc+ Bản vẽ kết cấu thép: Sàn liên hợp composite, khung điển hình có cầu trục, khung đầu hồi, bản vẽ hệ giằng.+ Bản vẽ kết cấu bê tông: Sàn trệt trên nền tự nhiên, kết cấu bể nước ngầm.+ Bản vẽ kết cấu móng: Móng nông trên nền tự nhiên.+ Bản vẽ kết cấu phụ trợ khác: Hệ tháp nước kết cấu thép cao 25m
+24.000 +15.725 +13.475 +12.600 2 6 12 12 12 2 +5.000 10 12 12 4 4 +0.000 -0.300 10 11 12 TL 1/100 +15.725 i=15% i=15% +13.475 +12.75 RAY 9 +5.000 9 +10.500 +0.000 -0.300 GVHD TL 1/100 KT-04 DP-IPE200 2M16 DP DP DC1 DC1 2M16 DP DC1 TL 1/10 TL 1/10 TL 1/200 +5.000 DP DP DC1 DP DC1 TL 1/10 TL 1/10 DP DC1 CT1 2M16 DP TL 1/10 DC1 TL 1/10 TL 1/10 +5.000 Pour stop DP CT2 DC1 DP DP DC1 CT3 CT3 DC1 GVHD TL 1/10 KC-01 A L5 0x L5 x4 PL180x200x5 A MC A-A TL 1/10 TL 1/10 TL 1/10 +15.725 600X300X10X12 (300-600)X300X10X12 +13.475 (800-300)X300X10X12 +12.750 +10.500 RAY 600X220X8X10 TL 1/10 TL 1/10 550X220X8X10 550X220X8X10 550X220X8X10 +5.000 400X220X8X10 600X300X10X12 400X220X10X12 +0.000 -0.300 TL 1/10 TL 1/10 GVHD TL 1/25 KC-02 (800~300)x300x10x12 150X100X12 i-15% +13.475 hw=8mm 150X100X12 hw=6mm hw=6mm i-15% i-15% hw=6mm hw=6mm hw=6mm (300~600)x300x10x12 776X145X12 150X144X12 150X125X12 600x300x10x12 (800~300)x300x10x12 hw=6mm 500x300x15 150X100X12 (300~600)x300x10x12 +12.75 800x300x15 hw=8mm 750X300X25 150X100X12 TL 1/10 TL 1/10 150X100X12 150X100X12 +15.725 +5.000 hw=6mm 700X220X15 hw=6mm hw=8mm 600x300x10x12 550x220x8x10 150X100X12 600x300x10x12 600x300x10x12 750x220x18 800x300x15 TL 1/10 TL 1/10 hw=6mm 600x300x10x12 400x220x8x10 550x220x8x10 hw=6mm 150X150X12 TL 1/10 150X150X12 220X194X12 440X220X30 -0.000 SIKA GROUT 900X400X30 -0.000 BULONG NEO SIKA GROUT RAY +10.500 +4.700 BULONG NEO BETONG B25 450X220X18 BETONG B25 120X105X12 BULONG NEO 576X145X12 220x220x4 576X106X5 300x220x5 450x220x18 440x220x18 900x400x30 TL 1/10 TL 1/10 RAY f f C =6 mm = mm hf = mm daN/cm , f y = 2200 b daN/cm , Rbt = 10.5 daN/cm 2 TL 1/10 TL 1/10 TL 1/10 , fub = 11000 daN/cm = 145 DM6-1 I (800-300)x220x10x12 DM6-2 I (300-600)x220x10x12 DM6-3 I 600x220x10x12 DC6 I 550x220x8x10 CB6 I 600x3000x10x12 CG6 I 400x220x8x10 GVHD KC-03 +15.725 300X220X8X10 400X220X8X10 Z200 TL 1/10 300X220X8X10 +13.200 400X220X8X10 Z200 Z200 Z200 Z200 Z200 Z200 Z200 Z200 Z200 Z200 Z200 Z200 300X220X8X10 300X220X8X10 Z200 Z200 400X300X8X10 +10.500 TL 1/10 300X220X8X10 +5.000 Z200 400X300X8X10 400X220X8X10 400X220X8X10 +0.000 -0.300 TL 1/10 TL 1/10 TL 1/25 GVHD KC-04 400x300x8x10 300x220x8x10 350x220x10 300x220x8x10 +5.000 i-15% +13.475 300x220x8x10 i-15% hw=6mm hw=6mm 150X144X12 100X80X10 +13.200 400x220x8x10 300x220x8x10 276X106X10 500X300X10 350x220x10 300x220x8x10 460x220x10 460x220x10 TL 1/10 TL 1/10 tw = 350x220x10 i-15% hw=6mm 500x300x10 300x220x8x10 300x220x8x10 400x220x10 350x220x10 460x220x10 TL 1/10 TL 1/10 460x220x10 TL 1/10 TL 1/10 A hw=6mm 400x220x8x10 PL180x200x5 400x220x8x10 440X220X15 -0.000 SIKA GROUT 400x300x8x10 A x4 120X145X12 0x L5 150X156X10 L5 BULONG NEO hw=6mm MC A-A BETONG B25 TL 1/10 700X400X30 -0.000 SIKA GROUT BULONG NEO BETONG B25 TL 1/10 440x220x15 TL 1/10 TL 1/10 700x400x30 TL 1/10 TL 1/10 f f C =6 mm = mm hf = mm daN/cm2 TL 1/10 , f y = 2200 b daN/cm2 , Rbt = 10.5 daN/cm 2 TL 1/10 , fub = 11000 daN/cm = 145 DM1-1 I 300x220x8x10 DM1-2 I 300x220x8x10 DC1 I 300x220x8x10 CB1 I 400x300x8x10 CG1 I 400x220x8x10 GVHD KC-05 2 DM6 DM6 DM6 DM1 DM6 DM6 DM6 DM1 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM6 DM1 DM1 A A TL 1/200 +13.475 +12.600 C +10.300 +5.000 +0.000 -0.300 C TL 1/200 B ROD 24 GVHD KC-06 M1 M1A M2A M2 TL 1/200 TL 1/50 TL 1/10 TL 1/200 TL 1/1 TL 1/10 GVHD TL 1/10 KC-07 -0.500 -0.500 -3.000 -3.000 TL 1/25 TL 1/25 TL 1/25 TL 1/5 TL 1/50 TL 1/25 GVHD KC-08 +24.000 =6 =6 =6 =6 TL 1/10 TL 1/10 TL 1/10 TL 1/10 TL 1/10 TL 1/10 TL 1/10 TL 1/10 =6 TL 1/10 TL 1/10 TL 1/2 TL 1/10 TL 1/20 TL 1/20 hf = mm 2 , fub = 11000 daN/cm , f y = 2200 daN/cm 2 b Rbt = 10.5 daN/cm TL 1/50 = 145 daN/cm 2, GVHD TL 1/2 KC-09 +9.000 +18.000 +24.000 +6.000 +15.000 +21.000 +3.000 +12.000 +18.000 0.000 +9.000 GVHD TL 1/20 KC-10 +15.725 +13.475 +12.600 2 6 12 12 12 2 +5.000 10 12 12 4 +0.000 -0.300 TL 1/100 10 11 12 13 14 F1 13 14 13 +0.000 14 13 GVHD TL 1/200 KT-01 TL 1/200 10 11 12 13 i=15% i=15% 14 GVHD TL 1/200 KT-02 +15.725 1 1 +13.475 +12.600 9 12 10 12 12 11 11 10 12 11 11 +5.000 2 2 +0.000 -0.300 TL 1/200 +15.725 +13.475 +12.600 +5.000 12 12 -0.300 12 +0.000 10 TL 1/200 +15.725 +13.475 +12.600 +5.000 +0.000 -0.300 TL 1/200 10 11 12 GVHD KT-03 600x300x10x12 120X145X12 400x220x8x10 SIKA GROUT 0.000 0.000 440X220X18 -0.300 SIKA GROUT BULONG NEO BULONG NEO kN/cm3 A A -1.300 B -1.800 B -1.800 -1.800 TL 1/10 -2.300 MNN kN/cm3 9,9kN/ cm3 TL 1/20 m2 k TL 1/20 2 -4.300 TL 1/10 kN/ cm3 8,6 kN/ cm3 m2 k TL 1/20 TL 1/20 -12.300 ds m k M1 M1 M1 M1 M1 M1 M1 d b Dung sai th L1 Dung sai th b Dung sai th 20 M20 M2A M2 M2 M2 M2 M2 M2 40 0.5 60 d -12.700 M1A 10,3 kN/ cm3 d kN/ cm3 L1 M2 THANH (mm) (mm) 1350 10 1300 14 392 509.6 314.423 2750 12 2700 20 280 756 671.328 2000 14 2000 20 280 560 677.6 2800 12 336 940.8 371.616 kN/cm3 (m) (Kg) 9,9kN/ cm3 m k M2A M2 M2 M2 M2 M2 M2 M2 M2A -18.300 M2 M2 M2 M2 M2 M2 M2 kN/cm3 k m2 1550 12 1500 504 756 671.328 1550 12 1500 448 672 596.736 14 2000 10 560 1120 1355.2 1120 12 672 752.64 297.3 kN/ cm3 10,2 kN/ cm3 k 12 M2 M2 M2 M2 M2 M2 M2 M1A M1 M1 M1 M1 M1 M1 M1 60 11 M2A 920 10 8,9 kN/ cm3 -18.900 420 2000 140 360 60 m2 GVHD TL 1/200 KC-11