Anhang.
141
Anhang .
. Zur Vereinfachung der Querschnittsbemessung oder des Spannungsnachweises von hochbeanspruchten Platten oder Balken aus Eisenbeton wird nachstehend erstmalig eine Bemessungstafel angeführt, welche die Berechnungsweise nach Zustand lImit n = 10 für die zulässigen Betondruckspannungen von
(fb= 40
bis 100 kgjcm
2und die zulässigen Eisenzugspannungen
(f.= 1200, 1500, 1800 und 2000 kgjcm
2berücksichtigt.
Die Beiwerte s, 1 -lf' s
l'und t der Bemessungstafel gelten für folgende Be- ziehungen:
x=s·h
142
U b
I
U. = 1200 kg/cm2
I
1 -~ I
kg/cm' S r
40 0,250 0,917 0,467 41 0,255 0,915 0,458 42 0,259 0,914 0,450 43 0,264 0,912 0,441 44 0,268 0,911 0,432 45 0,272 0,909 0,424 46 0,277 0,908 0,416 47 0,281 0,906 0,4.09 48 0,286 0,905 0,4.02 49 0,290 0,903 0,395 50 0,294 0,902 0,389 51 0,298 0,901 0,382 52 0,302 0,899 0,376 53 0,307 0,898 0,370
54 0,310 0,897 0,365
b5 0,314 0,895 0,359
56 0,318 0,894 0,354
57 0,322 0,893 0,349
58 0,326 0,891 0,345 .'>9 0,330 0,890 0,340 60 0,333 0,889 0,336 61 0,337 0,888 0,331 62 0,311 0,886 0,326
63 0,344 0,885 0,322
64 0,348 0,884 0,318 65 0,351 0,883 0,315 66 0,355 0,882 0,311 67 0,358 0,881 0,307
68 0,362 0,879 0,30±
69 0,365 0,878 0,301 70 0,368 0,877 0,297 71 0,372 0,876 0,294
72 0,375 0,875 0,291
73 0,378 0,874 0,288
74 0.381 0,873 0,285
75 0',384 0,872 0,282
76 0,388 0,871 0,279
77 0,391 0,870 0,276 78 0,394 0,869 0,273 79 0,396 0,868 0,270
80 0,400 0,867 0,268
81 0,403 0,866 0,266 82 0,406 0,865 0,264 83 0,409 0,864 0,261 84 0,412 0,863 0,259 85 0,414 0,862 0,256 86 0,417 0,861 0,'254 87 0,420 0,860 0,252 88 0,423 0,859 0,'250 89 0,426 0,858 0,248
90 0,429 0,857 0,246
91 0,431 0,856 0,244 92 0,433 0,856 0,242 93 0,436 0,855 0,240 9l 0.439 0,854 0,2.38 95 0,442 0,853 0,236 96 0,445 0,852 0,234 97 0,447 0,851 0,232 98 0,450 0,850 0,231 99 0,452 0,849 0,230 100 0,455 0,848 0,228
I
Anhang.
Bemessungstafel für den biegebeanspruchten
n
=
10Ub
I
Ue = 1500 kgjcm2
t
I
8
I I
kg/cm' 8 1 -
3
r t0,00195 40 0,210 0,930 0,506 0,00142
0,00200 . 41 0,214 0,929 0,495 0,00145 0,00204 42 0,219 0,927 0,485 0,00149
0,00208 43 0,223 0,926 0,475 0,00152
0,00212 44 0,227 0,924 0,465 0,00155
0,00216 45 0,231 0,923 0,4.56 0,00158 0,00220 46 0,235 0,922 0,4.48 0,00161 0,00225 47 0,238 0,921 0,4.41 0,00164 0,00230 48 0,242 0.919 0,4.34. 0,00168 0,00234 49 0,24.6 0;918 0,426 0,00171 0,00239 50 0,250 0,917 0,418 0,00175
0,00242 51 0,254 0,915 0,411 0,00178
0,00246 52 0,257 0,914 0,405 0,00181 0,00250 53 0,261 0,913 0,398 0,00184 0,00254 54 0,265 0,912 0,392 0,00187 0,00258 55 0,268 0,911 0,386 0,00190 0.00262 56 0,272 0,909 0,380 0,00193 0,00267 57 0,276 0,908 0,374 0,00195 0,00272 58 0,279 0,907 0,368 0,00198 0,00276 59 0,282 0,906 0,364 0,00201 0,00280 60 0,286 0,905 0,360 0,00205 0,00284 61 0,289 0,904 0,354 0,00208 0,00288 62 0,292 0,903 0,350 0,00211 0.00291 63 0,296 0,901 0,346 0,00215
0,00295 64 0,299 0,900 0,3H 0,00218
0,00299 65 0,302 0,899 0,336 0,00221 0,00303 66 0,306 0,898 0,332 0,00224
0,00307 67 0,309 0,897 0,328 0,00227
0,00311 68 0,312 0,896 0,324 000230
0,00315 69 0,315 0,895 0,320 0;00233 0.00319 70 0,318 0,894 0,317 0,00236 0,00324 71 0,321 0,893 0,313 0,00239 0,00328 72 0,324 0,892 0,310 0.00242 0,00332 73 0,327 0,891 0,307 0,00245 0,00336 74 0,330 0,890 0,304 0,0024.8
0,00339 75 0,333 0,889 0,301 0,00250
0,00342 76 0,336 0,888 0,297 0,00253 0,00346 77 0,339 0,887 0,294 0,00256 0,00350 78 0,342 0,886 0,290 0,00258 0,00354 79 0,345 0,885 0,288 0,00262 0,00358 80 0,348 0,884 0,285 0,00265 0,00362 81 0,351 0,883 0,282 0,00267 0,00366 82 0,353 0,882 0,279 0,00269 0,00370 83 0,356 0,881 0,277 0,00272
0,00373 8± 0,359 0,880 0,274 0,00275
0,00376 85 0,362 0,879 0,272 0,00278 0,00380 86 0,364 0,879 0,270 0,OJ281 O,0038i 87 0,367 0,878 0,267 0,00284 0,00388 88 0370 0,877 0,265 0,00287 0,00392 89 0,372 0,876 0,263 0,00290 0,00396 90 0,375 0,875 0,260 0,0~2 92 0,00399 91 0,378 0,874 0,258 0,00295 O,OO! 02 92 0,380 0,873 0,256 0,00298 0,00406 93 0,383 0,872 0,254 0,00302 0,00409 94 0,385 0,872 0,252 0,00305 0,00412 95 0,388 0,871 0,250 0,00308 0,00416 96 0,390 0,870 0,248 0,00310
0,OD419 97 0,392 0,869 0,246 0,00312
0,00423 98 0,395 0,868 0,244 0,00315
0.00428 99 0,398 0,867 0,242 0,00318
0,00434 100 0,400 0,867 0,240 0,0032CJ
Anhang.
Rechteckquerschnitt mit einfacher Bewehrung.
11 = 10.
kg::m. 11
u. = 1800 kgjcm'
I kg::m. I
s
I
1-1-I
rI
t40 0.,182 0.,939 0.,540. 0.,0.0.10.9 40
41 0.,185 0.,938 0.,530 0,0.0112 41
42 0,189 0.,937 0.,520 0.,0.0115 42
43 0.,193 0.,936 0.,510. 0.,00118 43
44 0.,197 0.,934 0.,500 0.,0.0.120. 44
45 0.,20.0. 0.,933 0.,489 0.,00122 45
46 0.,20.4 0,932 0.,479 0.,0.0125 46
47 0.,20.7 0.,931 0.,471 0.,00127 47
48 0.,210. 0.,930. 0.,464 0,0.0130 48
49 0,214 0.,929 0.,455 0.,0.0132 49
.50 0.,217 0.,928 0.,447 0.,0.01 35 50
.51 0.,221 0.,926 0.,438 0.,0.0137 51
.52 0.,224 0.,925 0.,430 0.,00139 52
.53 0.,227 0.,924 0.,424 0.,0.0.142 53
M 0.,231 0,923 0.,416 0.,0.0.144 54
55 0.,234 0.,922 0.,410. 0.,00.147 55
.56 0,237 0,921 0,404 0.0.0.149 56
57 0,241 0.,920. 0,398 0.,0.0152 57
.58 0.,244 0,919 0.,392 0,00154 58
.59 0,247 0.,918 0.,386 0.,0.0157 59
~o 0,250. 0.917 0..381 0,00159 60.
61 0.,253 0,916 0.,376 0,00161 61
~2 0.,256 0.,915 0.,371 0.,00164 62
63 0.,259 0.,914 0.,366 0,0.0166 63
64 0,262 0,913 0,362 0.,00168 64
65 0,265 0,912 0.,357 0.,00171 65
66 0.,268 0.,911 0,352 0,00173 66
67 0,271 0.,910. 0,348 0,0.0176 67
68 0.,274 0.,90.9 0.,343 0.,00178 68
~9 0,277 0.,908 0,339 0.,0.0.180. 69
70. 0,280 0.,90.7 0.,335 0.,0.0183 70
71 0,283 0.,906 0,331 0,00185 71
72 0.,286 0.,90.5 0.,328 0.,0.0187 72
73 0.,288 0.,904 0.,324 0,00.189 73
74 0.,291 0.,903 0.,320 0.,00191 74
75 0.,294 0.,90.2 0.,317 0.,0.0194 75
76 0.,297 0.,90.1 0.,314 0,00197 76
77 0.300. 0,90.0 0,310 0.,0.0.199 77
78 0,30.2 0.,899 0.,308 0.,0.0.202 78
79 0,30.5 0.,898 0,30.5 0.,0.0.20.4 79
80 0,30.8 0.,897 0.,30.2 0,00206 80
81 0.,310. 0,897 0.,298 0.,00208 81
.82 0.,313 0.,896 0.,295 0,00.210 82
83 0.,316 0.,895 0.,292 0,0.0.212 83
84 0..318 0.,894 0.,290. 0.,0.0.215 84
S5 0.,321 0,893 0.,287 0,00218 85
86 0.,324 0.,892 0.,284 0,0.0.220 86
87 0.,326 0.,891 0.,281 0.,00222 87
88 0.,328 0..891 0..279 0.,0.0.224 88
89 0.,331 0.,890. 0,276 0.,0.0.226 89
'90. 0.,333 0.,889 0.,274 0.,0.0.228 90
91 0.,335 0.,888 0.,272 0.,0.0.230. 91
92 0.,338 0.,887 0..269 0.,0.0.232 92
93 0.,341 0.,886 0.,267 0.,00235 93
94 0.,343 0..886 0.,264 0.,00237 94
95 0.,346 0.,885 0..262 0.,0.0.239 95
96 0.,348 0.,88 i 0.,260. 0.,0.0.241 96
97 0.,350. 0.,883 0.,258 0.,0.0.243 97
98 0.,352 0.,883 0.,256 0.,0.0.245 98
99 0.,355 0.,882 0,254 0.,00248 99
100 0.,357 0.,881 0.,252 0. 0.0.2 50. 100
143
u.
=
2000. kgjcm28
I
1 - ;I
rI
t0.,167 0.,944 0.,564 0.,0.0.0. 94
0.,170 0,943 0.,550 0.,00096
0.,173 0.,942 0,540. 0,0.0.0. 98 0.,177 0,941 0.,529 0,0.0.10.1 0.,180. 0.,940. 0,519 0.,0010.3 0,183 0.,939 0.,509 0.,0010.5 0.,187 0.,938 0,499 0.,0.0.10.7 0.,190. 0,937 0,489 0.,0010.9 0.,194 0.,935 0.,480. 0.,0.0.112 0.,197 0.,934 0,470. 0,0.0.114 0.,200. 0.,933 0.,463 0.,0.0.116 0.,20.3 0.,932 0.,456 0.,0.0118 0,20.6 0.,931 0.,448 0.,00120.
0.,20.9 0.,930 0.,443 0.,00123 0.,212 0,929 0.,435 0.,0.0125 0.,216 0.,928 0.,427 0.,0.0127 0,219 0,927 0.,420. 0,0.0129 0,222 0.,926 0.,414 0.,00131
0,225 0,925 0,407 0.,0.0133
0.,228 0.,924 0,40.2 0,00135
0,231 0.,923 0,395 0,00137
0,233 0.,922 0,390 0.,0.0.139 0.237 0.,921 0,385 0.,0.01 41
0;239 0,920 0,380 0.,0.0143
0,242 0.,919 0.,375 0,00145
0..245 0.,918 0.,370. 0.,0.0.147 0.,248 0.,917 0.,365 0.0.0149 0.251 0.,916 0.,360. 0,00151 0.,254 0.,915 0.,355 0.,0.0.153 0,256 0,915 0.,351 0.,0.0.155 0,259 0,914 0,347 0.,0.0.157
0,262 0.,913 0.,343 0,00159
0.,264 0.,912 0,340. 0.,0.0162 0,267 0.,911 0.,336 0.,00164 0.,270. 0,910 0.,332 0.,0.0166 0.,273 0,909 0,328 0.,0.0168 0.,275 0.,908 0.,324 0.,00.170.
0.,278 0..90.7 0.,320. 0.,00.172 0.,281 0.,906 0,317 0.,0.0174 0,283 0.,90.6 0.,314 0.,0.0.176 0,285 0.,905 0,311 0,0.0.178 0.,288 0.,904 0.,308 0.,00180.
0.,291 0.,903 0.,30.5 0,0.0182 0.,293 0.,90.2 0.,30.2 0.,0.0.184 0.,296 0.,90.1 0.,299 0,0.0.186.
0.,298 0.,90.1 0.,296 0,0.0187 0.,30.1 0.,900 0.,293 0,0.0189 0.,30.3 0,899 0.,291 0,00.191 0..30.6 0.,898 0.,288 0.,00.193 0.,30.8 0.,897 0.,285 0.,00195 0.,310. 0.,897 0.,283 0.,0.0197 0..313 0,896 0.,280. 0.,0.0.199 0.,315 0.,895 0.,278 0.,00.20.1 0..317 0.,894 0.,275 0.,0.0.20.2 0.,319 0.,894 0.,273 0.,0.020.4 0.,322 0.,893 0.,270. 0.,0.0.20.6 0.,324 0.,892 0.,268 0.,0.0.20.8 0.,326 0.,891 0.,266 0.,00210.
0.,329 0.,890. 0,264 0.,0.0.212 0.,331 0.,890. 0,262 0,0.0.214 0.333 0889 0. 260. 0. 00216