RIS311717 Bijlage 2a Rapport RHDHV Teschinsche levensduur De Steel
Tekst van het document
1
2
3
4
5
Corrosie Level Capaciteit
Nieuwbouw
NEN8700 Afkeur
6
7
6 -180 -90 89860 0 0 0 0 0 0 388.5 45 115 290884 1520.5 1520.5
7 -156 -78 78225 0 0 0 0 0 0 348.5 45 115 290884 1520.5 1520.5
0.0 0.0 0.0 0.0 0.0 35 22 4
0.0 0.0 0.0 0.0 35 22 4
Buigend Moment Capaciteit [kNm]
145 mm 500 mm
Buigend Moment Capaciteit [kNm]
b h
0 -20
0
ε_c = 0,35%
x_center x
F_c
F_s 1 t/m7
1
2
3
4
-40 -60 -80 -100 -120 -140
Corrosie Level Capaciteit
5
6
7
Calculation without out-of-plane shear reinforcement This sheet assumes a cross-section with 1000 mm effective width and a height equal to wall thickness. So shear out-of-plane of the wall, no shear reinforcement cover f_ck gamma_c b_w rebar spacing layer f_yk_rebar gamma_s sigma_cp k_1 v C_Rd,c
70 [mm] 35 MPa 1.5 [-] 145 [mm] 6.590909 [mm] 2 [-] 1570 MPa 1.1 [-] 0 MPa 0.15 [-] 0.516 [-] 0.12 [-]
T-headed bars cot theta 1 [-] fywd 1427.273 Mpa t-head spacing, s 150 [mm] v_1 0.516 [-] alpha_cw 1 [-] fcd 23.33333 MPa tan theta 1 [-] Average Longitudinal Re 25 mm
Reinforcement Diameter:
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5 reinforcement area per length:
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
[mm]
0
0 430 395 379 362 349 337 279
0 1.68 1.71 1.73 1.74 1.76 1.77 1.85 [mm^2/m]
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0 0.4517 0.4637 0.4699 0.4766 0.4825 0.4878 0.5199
0 28 27 26 25 24 24 21
0 0 0 0 0 0 0 0
0 28 27 26 25 24 24 21
0 194 183 178 173 168 164 145
5
5 423 388 371 355 341 330 271
5 1.69 1.72 1.73 1.75 1.77 1.78 1.86
12
14
16
20
25
Calculation with T-headed bars (ouf-of-plane shear reinforcement) 28
32
40
12 412 377 361 344 331 319 261
cross-section effective height d in [mm] reinforcement diameter [mm] 14 16 20 25 409 406 400 393 374 371 365 358 358 355 349 341 341 338 332 325 328 325 319 311 316 313 307 300 258 255 249 241
28 388 353 337 320 307 295 237
32 382 347 331 314 301 289 231
40 370 335 319 302 289 277 219
12 1.70 1.73 1.74 1.76 1.78 1.79 1.88
size factor k [-] reinforcement diameter [mm] 14 16 20 1.70 1.70 1.71 1.73 1.73 1.74 1.75 1.75 1.76 1.77 1.77 1.78 1.78 1.79 1.79 1.80 1.80 1.81 1.88 1.89 1.90
28 1.72 1.75 1.77 1.79 1.81 1.82 1.92
32 1.72 1.76 1.78 1.80 1.82 1.83 1.93
40 1.74 1.77 1.79 1.81 1.83 1.85 1.96
25 1.71 1.75 1.77 1.79 1.80 1.82 1.91
0 431.9689899 2488.141 3386.637 4423.362 6911.504 10799.22 13546.55 17693.45 27646.02
5 0.0071 0.0077 0.0080 0.0084 0.0087 0.0090 0.0110
5 0.4541 0.4664 0.4729 0.4798 0.4859 0.4914 0.5249
12 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
rho,l [-] reinforcement diameter [mm] 14 16 20 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
12 0.4576 0.4705 0.4772 0.4845 0.4909 0.4966 0.5321
v_min reinforcement diameter [mm] 14 16 20 0.4587 0.4597 0.4618 0.4717 0.4729 0.4753 0.4785 0.4798 0.4825 0.4859 0.4873 0.4901 0.4923 0.4938 0.4969 0.4982 0.4998 0.5030 0.5343 0.5365 0.5411
25 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
25 0.4646 0.4785 0.4859 0.4938 0.5009 0.5072 0.5470
28 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
28 0.4663 0.4805 0.4880 0.4961 0.5033 0.5098 0.5507
32 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
32 0.4685 0.4831 0.4909 0.4993 0.5067 0.5134 0.5558
40 0.4733 0.4887 0.4969 0.5058 0.5137 0.5209 0.5668
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
28 26 25 24 23 22 22 19
32 26 24 24 23 22 22 19
40 25 24 23 22 21 21 18
5 36 35 34 33 33 32 30
rekenwaarde Shear force capacity V_Rd,c [kN/m] reinforcement diameter [mm] 12 14 16 20 25 50 50 50 49 48 47 46 46 46 45 45 45 45 44 43 43 43 43 42 42 42 42 42 41 40 41 41 40 40 39 34 34 33 35 35
28 48 44 43 41 40 39 33
32 47 44 42 40 39 38 32
40 46 43 41 39 38 37 31
5 36 35 34 33 33 32 30
12 50 47 45 43 42 41 35
Shear force capacity V_Rd,c [kN/m] reinforcement diameter [mm] 14 16 20 25 50 50 49 48 46 46 46 45 45 45 44 43 43 43 42 42 42 42 41 40 41 40 40 39 35 34 34 33
28 48 44 43 41 40 39 33
32 47 44 42 40 39 38 32
40 46 43 41 39 38 37 31
12
Shear force capacity V_Rd,c [kN] reinforcement diameter [mm] 14 16 20 25
28
32
40
295
291
282
309
307
303
298
A_sw
40 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200 0.0200
5 28 26 25 25 24 23 21
311
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
minimum Shear force capacity V_Rd,c,min [kN/m] reinforcement diameter [mm] 12 14 16 20 25 27 27 27 27 26 26 26 25 25 25 25 25 25 24 24 24 24 24 24 23.236 24 23 23 23 23 23 23 23 22 22 19 19 20 20 20
5 249 239 235 230 226 223 204
T-headed bar diameter
Wall thickness [mm] 500 465 448.5 432 418.5 407 348.5
[mm]
0
10
0 353 322 307 292 280 270 217
20
25
internal lever arm z in [mm] T-headed bar diameter [mm] 10 12 16 353 353 353 322 322 322 307 307 307 292 292 292 280 280 280 270 270 270 217 217 217
20 353 322 307 292 280 270 217
25 353 322 307 292 280 270 217
75.9
194.4
303.7
474.5
0 0 0 0 0 0 0 0
V_Rd,s [kN/m] T-headed bar diameter [mm] 10 12 16 255 367 653 232 335 595 222 319 568 211 304 540 202 291 518 195 280 498 157 226 401
20 1021 930 887 844 809 779 627
25 1595 1453 1386 1319 1264 1217 979
0 308 281 268 255 244 235 189
V_Rd,max [kN/m] T-headed bar diameter [mm] 10 12 16 308 308 308 281 281 281 268 268 268 255 255 255 244 244 244 235 235 235 189 189 189
20 308 281 268 255 244 235 189
25 308 281 268 255 244 235 189
0 0 0 0 0 0 0 0
V_Rd [kN/m] T-headed bar diameter [mm] 10 12 16 255 308 308 232 281 281 222 268 268 211 255 255 202 244 244 195 235 235 157 189 189
20 308 281 268 255 244 235 189
25 308 281 268 255 244 235 189
[mm^2] 0.0
12
109.3
16
Belasting Kesp
Kesp b_top b_bot h_top h_bot L_paalafstand L_Overhangend
0.45 m 1 m 0.4 m 0.4 m 7 m 2.5 m
Natte Knoop Hoogte tpv kesp Hoogte naast kesp B_naast kesp
0.1 m 0.5 m 0.86 m
Deck L_deck L_oplegkorting
12 m 0.325 m
rho g
2500 kg/m3 9.81 m/s2
W_kesp W_deck W_natte knoop
Q_load gamma_w gamme_w_gunstig gamma_q
Kesp 14225 N/m 144105 N/m 11649 N/m
60000 N/m
8 m 3.25 m
Deck
5000 N/m2
1.2 [-] 0.9 [-] 1.5 [-]
W_ed W_ed_gunstig Q_ed
203975 N/m 152981 N/m 90000 N/m
Steunpunt M_eg M_eg_gunstig M_q
-637421 Nm -478066 Nm -281250 Nm
-1077241 Nm -807931 Nm -475313 Nm
Veld M_eg M_eg_gunstig M_q
1249345 Nm 937009 Nm 551250 Nm
1631798 Nm 1223848 Nm 720000 Nm
-919 Nm 1323 Nm 18 Nm
-1553 Nm 1544 Nm -329 Nm
M_d_steunpunt M_d_veld M_d_veld_negatief
14 144 12 170
12343 N/m2
240000 N/m
Capaciteit Kespveld
f_ck f_cd f_y f_d
35 N/mm2 23 N/mm2 1570 N/mm2 1427 N/mm2
f_y_dywida f_d_dywida
1570 N/mm2 1427 N/mm2
2000 1800 1600 1400 1200 1000 800 600 400 200 0
0 M_Kesp kNm M1 Nm M2 Nm M3 Nm M4 Nm M5 Nm M6 Nm M7 Nm M8 Nm x_center mm x mm F_s N A_s mm2 A_s Dywidmm2 A1 mm2 A2 mm2 A3 mm2 A4 mm2 A5 mm2 A6 mm2 A7 mm2 A8 mm3 c1 mm d1 mm n1 [-] c2 mm d2 mm n2 [-] c3 mm d3 mm n3 [-] c4 mm d4 mm n4 [-] c5 mm d5 mm n5 [-] c6 mm d6 mm n6 [-] c7 mm d7 mm n7 [-] c8 mm d8 mm n8 [-]
0
1736 195341 182161 168981 155801 481289 104398 269151 178619 312 803 6325587 2309.1 2123.7 307.9 307.9 307.9 307.9 1061.9 307.9 1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
1
Nieuwbouw Niveau Lange Kesp
Nieuwbouw Niveau Korte Kesp
2
7
8
1668 1679 1515 1430 1046 927 462 0 0 0 0 0 0 0 191693 194076 0 0 0 0 0 178513 180896 0 0 0 0 0 165333 167716 184396 0 0 0 0 514164 522382 579914 612789 0 0 0 0 0 175400 113930 116313 132994 142525 302026 310244 367776 400651 514036 546911 0 202449 187565 250108 273937 356125 379954 462142 291 285 247 226 151 129 54 747 734 636 580 388 332 139 5886248 5776413 5007570 4568231 3052959 2613620 1098348 2001.2 1924.2 1385.4 1077.6 1077.6 769.7 769.7 2123.7 2123.7 2123.7 2123.7 1061.9 1061.9 0.0
0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0
307.9 307.9 307.9 1061.9 307.9 1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
2
Corrosie Level Moment Capaciteit
1
307.9 307.9 307.9 1061.9 307.9 1061.9 692.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 18.0
3
307.9 1061.9 307.9 1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
4
1061.9 307.9 1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0 Bending Moment Capacity [kNm]
450 mm 800 mm
Buigend Moment Capaciteit [kNm]
b h
5
307.9 1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
6
1061.9 769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
769.7 43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
ε_c = 0,35% x_center x
43.0 7 8.0 73.0 7.0 8.0 103.0 7.0 8.0 133.0 7.0 8.0 170.0 26.0 2.0 250.0 7.0 8.0 310.0 26.0 2.0 325.0 7.0 20.0
2000 1800 1600 1400 1200 1000 800 600 400 200 0
0
1
2
3
4
Corrosion Level Moment Capaciteit per Rib
5
6
7