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003.10.3 003.10.8 Y 1 0031016 B4(4 3 B4,1 M 0 C,Q 0. M,Q 1.- MQ 003/10/16 10/8

Girder BeamColumn Foundation SlabWall

Girder BeamColumn Foundation SlabWall

1.-1 5mm 0 kn/m 3 0.05m=0.5 kn/m 60mm 18 kn/m 3 0.06m=1.08 kn/m 9mm 15 kn/m 3 0.009m=0.135 kn/m 15mm 0 kn/m 3 0.015m=0.3 kn/m 10mm 4 kn/m 3 0.1m=.88 kn/m 0.15kN/m 5.045 kn/m 5.1 kn/m

1.- W 1 =4374.0kN W =074.5kN Z C 0 T T c R t T/(1+3T) Z R t A i C 0 A w i (kn) W i (kn) α i A i Q i C i

003.10.16

003.10.16

] / 0.5[ 10 ] / [ 10.05 4 5 mm N mm N E s s s = = = ε σ ] 0.5[ ] 100[ 10 ] / 0.5[ kn mm mm N A da N s s A s s = = = = σ σ ] 79.5[ ] 0.5[ ] [ 100 kn kn kn N N N s c = = = ] /.65[ ] [ 10 300 ] [ 10 79.5 ] 10 [ ] 310 [ ].5[ 79 3 mm N mm N cm cm kn A N c c c = = = = σ 1.5-1

003/10/3 (m ) (kn/m or kn/m) or (kn) (m) 4.95 8.0 3.0 118.8 1.3 (4.0+4.0) 10.4 0.4 (3.8/) (4.0+4.0) 6.1 X3.9 (6-0.55)/ 10.6 Y4.7 (8.0-0.6) 34.8 3.1 3.1*(6.0/-(0.35-0.55/))/* 9.1 (kn) 7.9 3.8/ 15.0 04.8 04.8 C3 1 6.0 8.0 3.0 144.0 0.4 (3.8/+4.0/) 8.0 1.5 X3.9 (6-0.55)/ 10.6 Y4.7 (8.0-0.6) 34.8 3.1 3.1*(6.0/-(0.35-0.55/))/* 9.1 7.9 3.8/+4.0/ 30.8 41.8 446.5 F 0.4 (4.0/) 8.0 6.4 8.4 ((6.0-0.55)/+(8.0-0.6)) 85.1 7.9 4.0/ 15.8 46.3 107.3 553.8

003/10/3 4.95 8.0 6.0 37.6 1.3 0.0 0.0 0.4 0 0.0 X3.9 (6-0.55) 1.3 Y4.7 (8.0-0.6) 34.8 3.1 3.1*(6-0.35)/* 17.5 7.9 3.8/ 15.0 36. 36. C4 1 6.0 8.0 6.0 88.0 0.4 0.0 0.0 X3.9 (6-0.55) 1.3 Y4.7 (8.0-0.6) 34.8 3.1 3.1*(6-0.35)/* 17.5 7.9 3.8/+4.0/ 30.8 39.4 718.5 F 0.4 0.0 0.0 8.4 ((6.0-0.55)+(8.0-0.6)) 107.9 7.9 4.0/ 15.8 734.3 13.7 84.3 8.4 kn/m

G4 C3 G3 600 350 550 C1 X0 5750 B1 7400 G 5450 B1 G1 350 350 G6 C4 G5 C X1 Y Y1 Y0 C 3 8m3m 8m X 6000 5505450mm Y 8000 6007400mm B 1 5750mm 1/4 C 3 1/

1.5- F c =4N/mm, SD345 SD95A Fc 4 fc = = 3 3 f = 8N / mm c = 8 N/mm 0 N/mm Fc f s = min = 30 f = 0.74 N/mm c 4 30 = 0.8, 1.5 = 1.11 N/mm = 16 N/mm Fc 0.5 + = 0.74 100 = 0.74 N/mm

1.5- F c =4N/mm, SD345 SD95A Fc fb = 0.8 ( + 0.6) = 60 f = 0.8 N/mm b Fc fb = + 0.6 = 60 f = 1 N/mm b 1.5 = 1. N/mm 4 60 4 0.8( 60 + 0.6 = 1 N/mm 1.5 = 1.5 N/mm + 0.6) = 0.8 N/mm

1.5- F c =4N/mm, SD345 SD95A E c 4 γ Fc = 3.35 10 ( ) ( ) 4 60 4 3 4 = 3.35 10 ( ) ( ) 4 60 0. F c 7 N/mm n=15.05x10 5 N/mm 1 3 1 3 =.67 10 4 N/mm

1.5- F c =4N/mm, SD345 SD95A f = 0 N/mm t f = 345 N/mm t f = 00 N/mm w f = 95 N/mm w t t

. K 0 I 0 I φ I 0 K k b(mm) D mm) ( mm ) φ ( 10 8 mm ) l (mm) ( 10 6 mm 3 ) K /K 0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0.6.6 X 0 X 1 X Y 1 k

C,M 0,Q 0 lx ly w C M 0 Q 0 λ C/w M 0 /w Q 0 /w Y 1 RG G (m) (m) (kn/m ) (kn m) (kn m) (kn) 4 6 1.5 9.8 15.3 8.0 5.0 48.9 76.7 40.0 3 4.5 3 11.7 17.6 11.7 60.6 94. 51.7 4 6 1.5 9.8 15.3 8.0 6.0 58.7 9.0 48.0 3 4.5 3 11.7 17.6 11.7 70.4 109.6 59.7 C w = 4 19λ 1 1 3 λ + l M 0 λ 1 x = l 3 Q0 λ 1 x = lx 48 w 16 48 w 4 8

Y1 Σ Σ Σ

Y1 Q (kn)= 578 k =1.00 a= 0.33 k =.00 a= 0.50 k =1.00 a= 0.33 ΣDx = D =0.37 D/Σ Dx= 0.06 D =0.55 D/Σ Dx= 0.10 D =0.37 D/Σ Dx= 0.06 5.76 Qci(kN)= 36.8 Qci(kN)= 55. Qci(kN)= 36.8 h (m)= y 0 =0.40 y 0 =0.45 y 0 =0.40 3.87 α 1 =1.00 y 1 =0.0 α 1 =1.00 y 1 =0.0 α 1 =1.00 y 1 =0.0 α = y =0.0 α = y =0.0 α = y =0.0 α 3 =1.11 y 3 =0.0 α 3 =1.11 y 3 =0.0 α 3 =1.11 y 3 =0.0 y = y = y = M 85.4 (kn m)= M (kn m)= 57.0 M (kn m)= 117.5 M M (kn m)= 96.1 M (kn m)= 85.4 M (kn m)= 57.0 (kn m)= 85.4 M (kn m)= 58.7 M (kn m)= 58.7 M (kn m)= 85.4 Q kn 4.0 4.0

Y1 M 85.4 (kn m)= M (kn m)= 57.0 M (kn m)= 117.5 M M (kn m)= 96.1 M (kn m)= 85.4 M (kn m)= 57.0 (kn m)= 85.4 M (kn m)= 58.7 M (kn m)= 58.7 M (kn m)= 85.4 Q kn 4.0 4.0 Q 1(kN)= 1004 k = 1.85 a= 0.48 k = 3.7 a= 0.65 k = 1.85 a= 0.48 ΣDx = k =1.10 a= 0.5 k =.0 a= 0.64 k =1.10 a= 0.5 7.60 D =0.48 D/Σ Dx= 0.06 D =0.65 D/Σ Dx= 0.09 D =0.48 D/Σ Dx= 0.06 h (m)= Qci(kN)= 63.5 Qci(kN)= 85.8 Qci(kN)= 63.5 4.31 y 0=0.56 y 0=0.55 y 0=0.56 α 1= y 1=0.0 α 1= y 1=0.0 α 1= y 1=0.0 α =0.90 y =0.0 α =0.90 y =0.0 α =0.90 y =0.0 α 3 = y 3 =0.0 α 3 = y 3 =0.0 α 3 = y 3 =0.0 y = M (kn m)= 11.1 M (kn m)= 15.5 M (kn m)= 166.3 M (kn m)= 03.3 M (kn m)= 11.1 M (kn m)= 15.5 M (kn m)= 178.0 M (kn m)= 131. M (kn m)= 131. M (kn m)= 178.0 Q kn 51.5 51.5 M M M (kn m)= (kn m)= (kn m)= Q kn 4.4 4.4 M (kn m)=

3.-1 F c =30N/mm SD345 γ A B M/bd 0.36 0.37 0.74 (N/mm ) 1.19 0.48 0.50 1.3-0.17 γ 0.6 0.6 0.6 p t 0.18 0.18 0.38 (%) 0.38 0.15 0.15 0.4 a t = p t bd (mm ) 718 340 794 a c =γ a t (mm ) 431 04 476 -D5 -D5 -D5 -D5 -D5 -D5 (mm ) 1041 1041 1041 1041 1041 1041 0.004bd 756 756 756 p t ( bd *4/3 454 454 958 OK OK OK

3.-1 γ A B M/bd 0.50 0.4 0.81 (N/mm ).5 1.4 0.65.09 0.48 γ 0.6 0.6 0.6 p t 0.5 0.1 0.41 (%) 0.75 0.40 0.1 0.68 0.15 a t = p t bd (mm ) 1418 756 397 185 a c =γ a t (mm ) 851 38 771 3-D5 -D5 -D5 -D5 3-D5 -D5 (mm ) 151 1041 1041 1041 151 1041 0.004bd 756 756 756 p t ( bd *4/3 630 59 1033 OK OK OK

5 315

10

RC M,Q 10 (M,Q) 1. D F. FEM 3. 1 D 1 4. C 1 5. D 6. 7. 8. 9.

(M,Q) 1. k. D 3. 4. y 5. 6. 7. 8. 9.

5

F c =30N/mm f c 5 Fc 30 fc = = 3 3 f = 10N / mm c = 10 N/mm = 0 N/mm SD345 D9 f t 5 f = 0 N/mm t f = 345 N/mm t

F c =30N/mm SD345 f b 5 Fc fb = 0.8 ( 60 f = 0.88 N/mm b Fc fb = + 0.6 = 60 f = 1.1N/mm b + 0.6) 30 60 = 30 0.8( 60 + 0.6) 1.5 = 1.3 N/mm + 0.6 = 1.1 N/mm 1.5 = 1.65 N/mm = 0.88 N/mm

F c =30N/mm SD95A f b 5 Fc fb = 0.8 ( + 0.6) = 60 f = 0.88 N/mm b Fc fb = + 0.6 = 60 f = 1.1N/mm b 30 60 30 0.8( 60 + 0.6) = 1.5 = 1.3 N/mm + 0.6 = 1.1 N/mm 1.5 = 1.65 N/mm 0.88 N/mm

ABCD BC 400mm 700mm 6m E BC F c =30N/mm SD345

BC 5 40

BC 0

γ B M/bd 0.18 0.37 (N/mm ) 0.55 0.18 0.37 γ 0.6 0.6 p t 0.10 0.18 (%) 0.17 0.06 0.13 a t = p t bd (mm ) 435 154 461 a c =γ a c (mm ) 61 76 -D -D -D -D (mm ) 774 774 774 774 0.004bd 104 104 p t ( bd *4/3 341 614 OK OK

3.- α α

3.- α α

3.3-1 N N) M (knm) N/bD (N/mm ) 0.6 0.69 0.55 0.6 0.69 0.55 M/bD (N/mm ) 0.0 0.67-0.7 0.19 0.50-0.13 p t (%) p t <0.4% a t = p t bd (mm ) a c =a t (mm ) (mm ) (mm ) 600 550

α α α 3.3-