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Công trình s c thi t k theo các lo i t i tr ng sau • T nh t i – tr ng b n thân k t c u • T nh t i trên sàn. • Ho t t i s d ng. • T i tr ng gió. 4.1. T nh t i trên sàn T nh t i trên sàn bao g m t i hoàn thi n sàn, treo tr ng trên sàn, t ng, h c, t i tr ng th c t c a thi t b n và n, b n tr ng cây, t t c các t i tr ng c nh ho c di d i. T nh t c áp d page:4 D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCKB CÔNG TY C PH N VITA 511 Lo i t i tr ng Di n gi i t i tr ng KNm2 T i tr ng hoàn thi n sàn N n sân tr t ( tb n bê tông ch ng th m) 12.0 Các t u xe, s nh thang máy (50mm Maximum) 1.2 B n trông cây ( d c) 2.4 Phòng t m n hình (50mm) 1.2 S nh thang máy n hình (50mm) 1.2 Phòng c n, phòng máy b òng n. 125mmPAD , Khách s n, và các t phòng n hình (50mm) 1.2 H , h t m, Jacuzzi 2.4 Ch ng th m và hoàn thi n 2.4 i (50mm) 1.2 Khu siêu th (50mm) 1.2 ng g ch sét nung (g ch 4 l ) ng g ch sét nung dày 100mm (m t l p) 2.5 ng dày 200mm (hai l p) 3.8 Lo i t i tr ng Di n gi i t i tr ng KNm2 n và Tr n gi treo vào tr n Phòng Chiller 1.25 Phòng qu t Phòng máy b Phòng k thu n 0.5 S u xe 0.35 Các t òng n hình 0.35 ng 0.25 Các t và khách s n n hình 0.50 Khu buôn bán n hình 0.1 T i tr 0.5 page:
CÔNG TY C PH N T V N VITA THUY T MINH THI T K PH N K T C U (BLOCK-B) ÁN KHU C N H CAO C P THE OCEAN VISTA RESIDENTIAL Tháng 12-2010 CÔNG TY C PH N R NG ÔNG RANG DONG CORPORATION *** THUY T MINHTHI T K PH N K T C U (BLOCK-B) ÁN KHU C N H CAO C P THE OCEAN VISTA RESIDENTIAL AL CT I I NÉ - PHAN THI T - BÌNH THU N I DI N CH UT CÔNG TY C PH N NG ÔNG NV L PH CÔNG TY C PH N T Tháng 12/2010 S V N VITA Index Design Loading page: 0002 Design RC Slap page: 0013 Analysis and design 3D Model Key plan page: 0330 Beam page: 0385 Wall & Column page: 1169 Design RC Staircase page: 1725 Design RC Retainging Wall page:1601 Design Foundation page: 1602 Review wall & column page: 1668 Analysis and design RC.roof of penthouse page:1757 Analysis and design roof Elervator page: 1729 Analysis and design Steel roof page: 1777 Appendix page: index report structure-Block B.mmap - 9/30/2010 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B M cl c Mơ t cơng trình thi t k : Tiêu chu n áp d Lo i v t li u k t c c s d ng 3.1 Bê tông 3.2 C t thép nh hình 3.4 Bê tông ti n áp 4 T i tr ng thi t k 4.1 T nh t i sàn 4.2 Ho t t i s d ng: 4.3 T i tr ng gió 4.4 T t b nv kh c v ch ng cháy u ki n bên 5.2 Tình tr ng ti p xúc v Tính tốn thi t k ình ph n m tính tốn thi t k nh t ng th theo t i tr ng ngang 6.2 Tính tốn s 6.3 T i tr ng thi t k c t 10 6.4 T i tr ng thi t k ng ch u c t 10 6.5 Thi t k sàn nhà 10 6.6 Thi t k sàn t ng tr t 10 6.7 Thi t k sàn t ng h m 11 CÔNG TY C PH N VITA page:2 - 2/11 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B Mơ t cơng trình CAO C P THE OCEAN VISTA RESIDENTIAL M - PHAN THI T - BÌNH THU N-VI T NAM , t ng , mái t ng h m Tên d án: V trí xây d ng: : Qui mô: Tiêu chu n áp d thi t k : Các tiêu chu n s c áp d ng thi t k k t c u bao g m: • TCVN2737 – T i tr ng cho cơng trình • TCVN 2737– Tiêu chu n t i tr ng gió Vietnam • BS 8110 – Tính tốn bê tơng c t thép Lo i v t li u k t c Các v t li c s d ng c s d ng k t c u bao g m: 3.1 Bê tông Lo i C30, fc=30 N/mm2 C30, fc=30 N/mm2 C30, fc=30 N/mm2 C40, fc=40 N/mm2 Bê tông C30, fc=30 N/mm2 C30, fc=30 N/mm2 ** Lo i c u ki n Móng c T ng h ng h thang ng ch u c t, C t h khung ch u l c t thép / Sàn sàn ph ng Bê tông c u t o bê tông kh i tr (150*150*150) 28 ngày CÔNG TY C PH N VITA page:3 - 3/11 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B 3.2 C t thép Lo i Thép ch u l c Thép m m i thép hàn Thép hình 3.3 Fy 390N/mm2 235 N/mm2 460 N/mm2 235N/mm2 Lo i c u ki n Thép s d ng K t c u thép nh hình Lo i nh hình Bulon 6.6 Bulon 8.8 Que hàn (E42) Lo i c u ki n fy=235N/mm2 H k t c u ch u l c fy=320N/mm2 fy=400N/mm2 fy=180N/mm2 3.4 Bê tông ti n áp giãn dài th p v i l c phá ho i nh nh t 184 kN • 12.7 mm • Kh ul u neo = 138 kN (75%) T i tr ng thi t k Cơng trình s c thi t k theo lo i t i tr ng sau ng b n thân k t c u • T nh t i – tr • T nh t i sàn • Ho t t i s d ng • T i tr ng gió 4.1 T nh t i sàn T nh t i sàn bao g m t i hoàn thi n sàn, treo tr ng sàn, t ng, h c, t i tr ng th c t c a thi t b n, b n tr ng cây, t t c t i tr ng c nh ho c di d i T nh t c áp d CÔNG TY C PH N VITA page:4 - 4/11 - n D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B Lo i t i tr ng T i tr ng hoàn thi n sàn ng g ch sét nung (g ch l ) Di n gi i t i tr ng N n sân tr t ( t/b n bê tông ch ng th m) Các t u xe, s nh thang máy (50mm Maximum) B n trơng ( d c) Phòng t m n hình (50mm) S nh thang máy n hình (50mm) Phòng c n, phòng máy b òng n , Khách s n, t phòng n hình (50mm) H , h t m, Jacuzzi Ch ng th m hoàn thi n i (50mm) Khu siêu th (50mm) ng g ch sét nung dày 100mm (m t l p) ng dày 200mm (hai l p) Lo i t i tr ng / n/ Tr n gi treo vào tr n 1.2 2.4 1.2 1.2 125mmPAD 1.2 2.4 2.4 1.2 1.2 2.5 3.8 Di n gi i t i tr ng KN/m2 Phòng Chiller 1.25 Phòng qu t/ Phòng máy b / 0.5 n Phòng k thu S u xe 0.35 Các t òng n hình 0.35 ng 0.25 Các t khách s n 0.50 n hình Khu bn bán/ n 0.1 hình T i tr CƠNG TY C PH KN/m2 12.0 N VITA page:5 0.5 - 5/11 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B Các t i tr ng sàn khác Áp l TR t Các t òng n hình (Khung kim loai t khơ) khách s n hình 2.5 (G t sét r ng có tơ trát hồn thi n) Khu v c bn n hình 2.0 (G t sét r ng có tơ trát hồn thi n) Ghi chú: a B qua t i tr nh t t t 4.0KN/m2 b B qua t i tr u xe, b c thang nh s òng H th ng bao xung quanh n v ki n trúc Áp l t lên k t c u nhà s c l y theo ki n ngh áp a Ch t l cc NG V T LI U XÂY D NG a b c d e f g h CÔNG TY C PH V T LI U Bê tông c t thép Kh i xây g c Kh i xây g ch r ng t G K t c u thép c N VITA page:6 KN/m3 24.0 20.0 14.0 18.0 10.0 78.5 27.0 10.0 - 6/11 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B 4.2 Ho t t i s d ng: Lo i t i tr ng Di n gi i t i tr ng Phòng t m i Ho t t i s d ng CÔNG TY C PH S nh thang máy Phòng máy thang máy H thang máy Phòng máy phát n Sân t ng tr t có mái che Khu giao nh n hàng S nh Siêu th Trungtâm giúp vi c/C Phòng c n hình òng Kho l nh C a hi u Nhà hát u xe Phòng máy b / Phòng chiller khách s n Phòng v sinh i bn bán Mái C u thang, hành lang Kho Khu th d c nh , Khu ch vi n Phòng t p th d c Tr m ch xe ng xe ch y Khu dành cho xe ch a cháy Khu b c d hàng hoá N VITA page:7 ng KN/m2 2.5 4.0 4.0 7.5 7.5 12.0 8.0 10.0 4.0 10.0 2.5 5.0 2.5 30 10 7.5 2.5 7.5 2.0 2.5 4.0 1.0 3.0 6.25 5.0 7.5 16.0 10.0 20.0 10.0 - 7/11 - D án: CAO C P THE OCEAN VISTA RESIDENTIAL THUY T MINH K T C U – BLOCK-B H , h t m, Jacuzzi Tr th c t Tr th c t Tr ng T 4.3 T i tr ng gió c s d ng theo tiêu chu 4.4 T i c n t CVN 2737 t t theo TCVN-375 b n v ng kh 5.1 ch ng cháy T t c c u ki n k t c cv c thi t k ch ng cháy gi 5.2 Tình tr ng ti p xúc v u ki n bên ngồi u ki ình: Tình tr ng ti p xúc v • Chi u dày l p bê tông b o v cho thép chính: = 35mm (cho lo ng 300mm l ) i liên t c) B n sàn = 20mm ~ 35mm (nh C t & Vách ch u l c = 25mm to 35mm (50% t i 100% ph c l ra) • Chuy n v ng: L/250 (t cao trình n m ngang) T ng c ng chuy n v c chuy n v t li u d v = L/500, hay l n nh t 20mm chuy n v v t li u không d v = L/350, hay l n nh t 20mm (Có th s d ng vi c t v u n giãm võng ng v i tr n thân k t c u) • Chuy n v ngang: t H/500; m i chi u cao t ng cho t n hình T ng chuy n v cao trình mái khơng v t q 1/1000 • B r ng khe n t l n nh t: ng k t c u c a h c = 0.15mm b r ng khe n t cong n sàn khác = 0.30mm b r ng khe n t cong • Ch ng th m: T t c h c bê tông c t thép sàn mái ph ng bê tông c thép, b n hoa ph i c ch ng th m v i s ki m tra ch p thu n c a chuyên gia ch ng th m Các CÔNG TY C PH N VITA page:8 - 8/11 - BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4d Storey: WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-102 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 7B178 L=5800mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 275.625 Shear Force (Env.) -220.41 306.587 290.134 Moment (Env.) Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge -120.859 -121.415 -120.924 -122.018 -122.519 -122.541 -125.602 290.1 503.0 0.61 134.99 1934.5 0.0 392.5 17.0 511.0 0.03 56.78 103.0 0.0 392.5 306.6 503.0 0.65 143.95 2063.0 0.0 392.5 392.5 125.6 509.0 0.26 56.56 765.9 0.0 392.5 14.5 509.0 0.03 56.56 88.5 0.0 392.5 220.4 1.10 0.71 0.0 D6-100 0.52 4.38 203.3 D6-100 275.6 1.37 0.71 1625.0 D8-125 11.39 < 45.29 OK 2412.7 942.5 603.2 942.5 2412.7 942.5 Steel Bars Top Bar Sup.Top Bar 2D32 2D32 Sup.Top Bar 1D32 1D32 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D20 Side Bars Project: BLOCKB1ULS page:486 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4d Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-103 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 7B179 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=11.06 Q=0.45 kN/m 182.891 Shear Force (Env.) -172.71 203.17 182.908 Moment (Env.) -93.341 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 182.9 506.5 0.38 79.99 1146.3 0.0 392.5 5.5 511.0 0.01 56.78 33.2 0.0 392.5 203.2 506.5 0.42 89.68 1285.2 0.0 392.5 17.2 511.0 0.04 56.78 104.2 0.0 392.5 93.3 511.0 0.19 56.78 567.0 0.0 392.5 9.8 511.0 0.02 56.78 59.8 0.0 392.5 172.7 0.85 0.60 0.45 4.38 189.3 0.0 D6-100 D6-100 182.9 0.90 0.60 5300.0 D6-100 10.37 < 46.2 OK 1472.6 603.2 603.2 603.2 1472.6 603.2 Steel Bars Top Bar Sup.Top Bar 2D25 2D25 Sup.Top Bar 1D25 1D25 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D16 Side Bars Project: BLOCKB1ULS page:487 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4d Storey: WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-104 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 8B178 L=5800mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=6.3 Q=0.6 kN/m 175.303 Shear Force (Env.) -153.898 200.163 196.336 Moment (Env.) Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge -86.579 -86.588 -88.688 -88.038 -97.716 200.2 506.5 0.42 88.23 1264.4 0.0 392.5 10.6 511.0 0.02 56.78 64.5 0.0 392.5 196.3 506.5 0.41 86.39 1238.0 0.0 392.5 0.3 511.0 0.00 56.78 1.7 0.0 392.5 97.7 511.0 0.20 56.78 593.5 0.0 392.5 14.7 511.0 0.03 56.78 89.3 0.0 392.5 153.9 0.76 0.60 0.0 D6-100 0.45 4.38 189.3 D6-100 175.3 0.87 0.60 5800.0 D6-100 11.35 < 44.02 OK 1472.6 603.2 603.2 603.2 1472.6 603.2 Steel Bars Top Bar Sup.Top Bar 2D25 2D25 Sup.Top Bar 1D25 1D25 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D16 Side Bars Project: BLOCKB1ULS page:488 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4d Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-105 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 8B179 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=6.3 Q=0.6 kN/m 142.591 Shear Force (Env.) -120.593 153.734 126.783 Moment (Env.) -70.505 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 126.8 509.0 0.26 56.56 773.1 0.0 392.5 3.0 511.0 0.01 56.78 18.3 0.0 392.5 153.7 506.5 0.32 66.37 951.1 0.0 392.5 15.2 511.0 0.03 56.78 92.1 0.0 392.5 70.5 511.0 0.14 56.78 428.3 0.0 392.5 11.4 511.0 0.02 56.78 69.0 0.0 392.5 120.6 0.59 0.52 0.0 D6-100 0.45 4.38 189.3 D6-100 142.6 0.70 0.60 5300.0 D6-100 10.37 < 56.66 OK 942.5 603.2 603.2 603.2 1472.6 603.2 Steel Bars Top Bar Sup.Top Bar 2D20 2D25 Sup.Top Bar 1D20 1D25 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D16 Side Bars Project: BLOCKB1ULS page:489 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-106 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 1B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 1000 - Loads UDL G=14.88 Q=0 kN/m 172.242 Shear Force (Env.) -53.343 181.208 Moment (Env.) 47.844 21.533 -21.337 -85.802 Bending (Top Edge) M (kN.m) 47.8 109.7 h' (mm) 961.0 961.0 K/K' 0.06 0.13 x (mm) 106.78 106.78 As (mm2) 154.5 354.2 As' (mm2) 0.0 0.0 As-min 356.8 356.8 Bending (Lower Edge) M (kN.m) 85.8 23.9 h' (mm) 961.0 961.0 K/K' 0.10 0.03 x (mm) 106.78 106.78 As (mm2) 277.1 77.2 As' (mm2) 0.0 0.0 As-min 356.8 356.8 Shear Design Vd (kN) 151.0 v (N/mm2) 0.79 vc 0.40 0.40 v-max 4.38 Vnom (kN) 158.5 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 1.77 < 55.39 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 402.1 402.1 Steel Bars Top Bar Sup.Top Bar 181.2 959.0 0.21 106.56 586.5 0.0 356.8 21.3 961.0 0.02 106.78 68.9 0.0 356.8 172.2 0.90 0.46 800.0 D6-200 628.3 402.1 2D16 2D20 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D16 Side Bars 3D12 Project: BLOCKB1ULS page:490 L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-107 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 1B181 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 196.557 Shear Force (Env.) -182.267 210.758 198.425 Moment (Env.) -86.961 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 198.4 506.5 0.41 87.39 1252.4 0.0 392.5 7.8 511.0 0.02 56.78 47.5 0.0 392.5 210.8 506.5 0.44 93.36 1338.0 0.0 392.5 12.2 511.0 0.03 56.78 74.2 0.0 392.5 87.0 511.0 0.18 56.78 528.2 0.0 392.5 12.6 511.0 0.03 56.78 76.4 0.0 392.5 182.3 0.90 0.60 0.0 D6-100 0.45 4.38 189.3 D6-100 196.6 0.97 0.60 5300.0 D6-100 10.37 < 49.55 OK 1472.6 603.2 603.2 603.2 1472.6 603.2 Steel Bars Top Bar Sup.Top Bar 2D25 2D25 Sup.Top Bar 1D25 1D25 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D16 Side Bars Project: BLOCKB1ULS page:491 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-108 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 2B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 550 - Loads UDL G=12.63 Q=0 kN/m 90.955 Shear Force (Env.) -58.216 77.081 46.271 Moment (Env.) -1.765 6.077 -34.446 -55.643 Bending (Top Edge) M (kN.m) 46.3 39.8 h' (mm) 511.0 511.0 K/K' 0.19 0.16 x (mm) 56.78 56.78 As (mm2) 281.1 241.9 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Bending (Lower Edge) M (kN.m) 55.6 26.5 h' (mm) 511.0 511.0 K/K' 0.23 0.11 x (mm) 56.78 56.78 As (mm2) 338.0 161.2 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Shear Design Vd (kN) 72.9 v (N/mm2) 0.71 vc 0.49 0.49 v-max 4.38 Vnom (kN) 93.8 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 3.33 < 58.03 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 402.1 402.1 Steel Bars Top Bar Sup.Top Bar 77.1 509.0 0.32 66.19 474.3 0.0 196.2 34.4 511.0 0.14 56.78 209.2 0.0 196.2 91.0 0.89 0.57 1700.0 D6-225 628.3 402.1 2D16 2D20 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D16 Side Bars Project: BLOCKB1ULS page:492 L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-109 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 2B181 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 234.147 Shear Force (Env.) -232.113 262.107 252.231 Moment (Env.) -115.486 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 262.1 505.0 0.55 119.53 1712.9 0.0 392.5 11.7 511.0 0.02 56.78 71.2 0.0 392.5 252.2 505.0 0.53 114.44 1640.0 0.0 392.5 17.6 509.0 0.04 56.56 107.2 0.0 392.5 115.5 509.0 0.24 56.56 704.2 0.0 392.5 24.9 509.0 0.05 56.56 151.5 0.0 392.5 232.1 1.15 0.65 1500.0 D8-150 0.52 4.38 203.3 D6-100 234.1 1.16 0.65 1350.0 D8-150 10.41 < 48.73 OK 1847.3 942.5 603.2 942.5 1847.3 942.5 Steel Bars Top Bar Sup.Top Bar 2D28 2D28 Sup.Top Bar 1D28 1D28 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D20 Side Bars Project: BLOCKB1ULS page:493 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-110 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 3B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 550 - Loads UDL G=12.63 Q=0 kN/m 75.379 Shear Force (Env.) -62.516 63.578 49.476 Moment (Env.) 4.247 -38.552 -42.666 Bending (Top Edge) M (kN.m) 49.5 32.9 h' (mm) 511.0 511.0 K/K' 0.20 0.13 x (mm) 56.78 56.78 As (mm2) 300.5 200.1 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Bending (Lower Edge) M (kN.m) 42.7 20.2 h' (mm) 511.0 511.0 K/K' 0.17 0.08 x (mm) 56.78 56.78 As (mm2) 259.2 122.6 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Shear Design Vd (kN) 62.5 v (N/mm2) 0.61 vc 0.49 0.49 v-max 4.38 Vnom (kN) 93.8 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 3.33 < 58.03 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 402.1 402.1 Steel Bars Top Bar Sup.Top Bar 63.6 511.0 0.26 56.78 386.2 0.0 196.2 38.6 511.0 0.16 56.78 234.2 0.0 196.2 75.4 0.74 0.49 1700.0 D6-225 402.1 515.2 2D16 2D16 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D16 1D12 Side Bars Project: BLOCKB1ULS page:494 L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-111 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 3B181 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 232.858 Shear Force (Env.) -231.531 264.708 255.242 Moment (Env.) -116.139 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 264.7 505.0 0.55 120.87 1732.2 0.0 392.5 12.5 511.0 0.03 56.78 76.0 0.0 392.5 255.2 505.0 0.53 115.99 1662.2 0.0 392.5 21.6 509.0 0.04 56.56 131.9 0.0 392.5 116.1 509.0 0.24 56.56 708.2 0.0 392.5 26.0 509.0 0.05 56.56 158.7 0.0 392.5 231.5 1.15 0.65 0.52 4.38 203.3 1500.0 D8-150 D6-100 232.9 1.15 0.65 1350.0 D8-150 10.41 < 48.5 OK 1847.3 942.5 603.2 942.5 1847.3 942.5 Steel Bars Top Bar Sup.Top Bar 2D28 2D28 Sup.Top Bar 1D28 1D28 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D20 Side Bars Project: BLOCKB1ULS page:495 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-112 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 4B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 550 - Loads UDL G=12.63 Q=0 kN/m 60.087 Shear Force (Env.) -59.128 46.734 Moment (Env.) 50.221 -0.06 5.896 -30.027 -35.532 Bending (Top Edge) M (kN.m) 46.7 26.1 h' (mm) 511.0 511.0 K/K' 0.19 0.11 x (mm) 56.78 56.78 As (mm2) 283.9 158.3 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Bending (Lower Edge) M (kN.m) 30.0 18.4 h' (mm) 513.0 513.0 K/K' 0.12 0.07 x (mm) 57.00 57.00 As (mm2) 181.7 111.2 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Shear Design Vd (kN) 59.1 v (N/mm2) 0.58 vc 0.49 0.49 v-max 4.38 Vnom (kN) 94.1 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 3.31 < 58.01 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 226.2 226.2 Steel Bars Top Bar Sup.Top Bar 50.2 511.0 0.21 56.78 305.1 0.0 196.2 35.5 513.0 0.14 57.00 215.0 0.0 196.2 60.1 0.59 0.49 1700.0 D6-225 402.1 226.2 2D16 2D16 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D12 Side Bars Project: BLOCKB1ULS page:496 L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-113 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 4B181 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 229.542 Shear Force (Env.) -229.089 260.694 250.551 Moment (Env.) -114.465 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 260.7 505.0 0.55 118.79 1702.4 0.0 392.5 12.1 511.0 0.02 56.78 73.5 0.0 392.5 250.6 505.0 0.52 113.58 1627.7 0.0 392.5 20.9 509.0 0.04 56.56 127.4 0.0 392.5 114.5 509.0 0.24 56.56 698.0 0.0 392.5 25.1 509.0 0.05 56.56 152.9 0.0 392.5 229.1 1.13 0.65 1575.0 D8-175 0.52 4.38 203.3 D6-100 229.5 1.14 0.65 1400.0 D8-175 10.41 < 49.09 OK 1847.3 942.5 603.2 942.5 1847.3 942.5 Steel Bars Top Bar Sup.Top Bar 2D28 2D28 Sup.Top Bar 1D28 1D28 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D20 Side Bars Project: BLOCKB1ULS page:497 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-114 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 5B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 550 - Loads UDL G=12.63 Q=0 kN/m 40.811 Shear Force (Env.) -51.574 40.472 Moment (Env.) 33.416 5.537 -14.062 -28.954 Bending (Top Edge) M (kN.m) 40.5 19.7 h' (mm) 511.0 511.0 K/K' 0.17 0.08 x (mm) 56.78 56.78 As (mm2) 245.8 119.8 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Bending (Lower Edge) M (kN.m) 14.1 15.0 h' (mm) 513.0 513.0 K/K' 0.06 0.06 x (mm) 57.00 57.00 As (mm2) 85.1 90.7 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Shear Design Vd (kN) 51.6 v (N/mm2) 0.50 vc 0.49 0.49 v-max 4.38 Vnom (kN) 94.1 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 3.31 < 58.01 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 226.2 226.2 Steel Bars Top Bar Sup.Top Bar 33.4 513.0 0.14 57.00 202.2 0.0 196.2 29.0 513.0 0.12 57.00 175.2 0.0 196.2 40.8 0.40 0.41 1700.0 D6-225 226.2 226.2 2D16 2D12 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D12 Side Bars Project: BLOCKB1ULS page:498 L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Storey: (/ 2) WALL Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-115 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) L=1400mm 5B181 L=5300mm BwxH (mm) Flange BfxHf 400 x 550 - Loads UDL G=14.76 Q=0.45 kN/m 225.191 Shear Force (Env.) -225.458 253.076 242.165 Moment (Env.) -110.898 Bending (Top Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Bending (Lower Edge) M (kN.m) h' (mm) K/K' x (mm) As (mm2) As' (mm2) As-min Shear Design Vd (kN) v (N/mm2) vc v-max Vnom (kN) b-sup (mm) Links Deflection Check L/d Provided Steel Areas (mm2) Top Edge Bottom Edge 253.1 505.0 0.53 114.87 1646.2 0.0 392.5 11.1 511.0 0.02 56.78 67.3 0.0 392.5 242.2 505.0 0.51 109.32 1566.6 0.0 392.5 18.2 509.0 0.04 56.56 111.2 0.0 392.5 110.9 509.0 0.23 56.56 676.3 0.0 392.5 22.3 509.0 0.05 56.56 136.1 0.0 392.5 225.5 1.12 0.65 0.52 4.38 203.3 0.0 D6-100 D6-100 225.2 1.11 0.65 5300.0 D6-100 10.41 < 50.4 OK 1847.3 942.5 603.2 942.5 1847.3 942.5 Steel Bars Top Bar Sup.Top Bar 2D28 2D28 Sup.Top Bar 1D28 1D28 3D16 Bottom Bar Bottom Bar Sup.Bot Bar 3D20 Side Bars Project: BLOCKB1ULS page:499 WALL L=1400mm BLOCK B BEAM REINFORCEMENT DESIGN Axis: 4e Welly76**********************7 (11111111) Orion Building Design System 15.1 (01.2008) / Page: BD-116 Material: C25/30 / Grade 390 (Type 1) (Links: Grade 390 (Type 1)) Storey: 6B180 BwxH (mm) Flange BfxHf L=1700mm WALL 200 x 550 - Loads UDL G=12.63 Q=0 kN/m 26.515 Shear Force (Env.) -58.41 44.107 22.507 Moment (Env.) -4.319 5.101 -29.639 Bending (Top Edge) M (kN.m) 44.1 20.9 h' (mm) 511.0 511.0 K/K' 0.18 0.09 x (mm) 56.78 56.78 As (mm2) 267.9 127.1 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Bending (Lower Edge) M (kN.m) 4.3 16.0 h' (mm) 513.0 513.0 K/K' 0.02 0.06 x (mm) 57.00 57.00 As (mm2) 26.1 96.5 As' (mm2) 0.0 0.0 As-min 196.2 196.2 Shear Design Vd (kN) 58.4 v (N/mm2) 0.57 vc 0.49 0.49 v-max 4.38 Vnom (kN) 94.1 b-sup (mm) 0.0 Links D6-225 D6-225 Deflection Check L/d 3.31 < 58.01 OK Provided Steel Areas (mm2) Top Edge 402.1 402.1 Bottom Edge 226.2 226.2 Steel Bars Top Bar Sup.Top Bar 22.5 513.0 0.09 57.00 136.2 0.0 196.2 29.6 513.0 0.12 57.00 179.3 0.0 196.2 37.4 0.36 0.41 1700.0 D6-225 226.2 226.2 2D16 2D12 Sup.Top Bar Bottom Bar Bottom Bar Sup.Bot Bar 2D12 Side Bars Project: BLOCKB1ULS page:500 L=1400mm ... 30 712 E+ 01 - .17 010 E+ 01 40 1. 20 56736E- 01 00000E+00 00000E+00 32400E+ 01 - .19 440E+ 01 45 1. 35 - .13 711 E+ 01 00000E+00 00000E+00 33 412 E+ 01 -. 218 70E+ 01 50 1. 50 -. 311 77E+ 01 00000E+00 00000E+00 33750E+ 01. .. 25793E+ 01 00000E+00 00000E+00 216 00E+ 01 -.9 719 9E+00 25 75 24269E+ 01 00000E+00 00000E+00 25 312 E+ 01 - .12 150E+ 01 30 90 19 557E+ 01 00000E+00 00000E+00 28350E+ 01 - .14 580E+ 01 35 1. 05 11 657E+ 01 00000E+00... kN/m^2 kN/m kN/m m m m kN kN-m -1 -2 -4 -10 -11 L U 1. 50 D U 1. 20 CANT L P 1. 50 00 1. 10 CANT L P 1. 50 1. 10 1. 80 CANT D P 1. 20 00 1. 10 CANT D C 1. 10 16 .00 - C A L C U L A T E D S