Y!()REC U/W-FOCAL:SIBAFENO/DA/TE?MW3BJT :30"FUNDAMENTE":63"SEITE"!!!!?MXRBPS NB=-1;S T1=3.5;S T2=12?MCQB S B1=.05*FITR(20*(A+.1))+.05;S D1=DZ+.25;S Z=88?MCZB!S B1=B1+.05?MTCB"S DA=B1-A?MC0B,I (X)1.52;I (T0-T1)1.5?MT(B.S D1=D1+.05;G 1.36?MDQB3I (Y)1.46;D 2
I (D1-.31)1.62;D 1.32?MD2B4D 1.34;D 1.36;D 1.4;D 1.41;D 1.43;I (SV-S)1.54;D 1.33;G 1.52?MECB6S X=-1;I (T0-T2)1.56;G 1.46?MEWB8D 1.5;I (T0-T1)1.62;I (Y)1.46;D 2?MX:B:S T=T0^2/T2;I (T0*.4-T)1.6,1.6;S T=.4*T0?MFB>D 5;T :5"GEWAEHLT:";D 6;G 1.3?MFMCZD 5.2;D 5.
;D 5.4;Q?MF DEI (X)2.07;D 5;T :5"OHNE";G 2.08?MF(DGT :5"MIT ?MU8DHT " NACHW. D. SCHUBDECKG.:?MGHJJI (52-J)5.2;T !;S J=J+1;R?MGQJTF I=J,56;T !?MG+J^T !!!!"ING. - BUERO  B R A S S   ALFONSSTR. 9?MHDJ(T "   8000 MUENCHEN 19   RUF *089-181081"!!!?MH
J2T %3"*"!!!"BETR.:"P;D 1.1;S J=;D 1.2;D 1.21;D 5?MH&LJD 5;D 5?MH.NBI (NB)7.72?MIANCI (K-6.1)7.9,7.05;I (6.2-K)7.08?MIPNES K1=50;S K2=42;S Z=83;R?MI"NHS DK=.2;S KG=6.4;I (KG-K)7.15?MI6NJD 8;S K1=49+DK;S K2=41+DK;S Z=85;R?MJHNOS DK=.4;S KG=6.8;I (KG-K)7.25
MJ\NTD 8;S K1=48+DK;S K2=40+DK;S Z=87;R?MJ.NYS DK=.5;S KG=7.3;I (KG-K)7.35?MKAN^D 8;S K1=47+DK;S K2=40;S Z=88;R?MKSNS DK=.9;S KG=8.2;I (KG-K)7.45?MK(N(D 8;S K1=46+DK;S K2=38+2*DK;S Z=91;R?MK:N-S DK=1.8;S KG=10;I (KG-K)7.55?MLMN2D 8;S K1=45+DK;S K2=38;S Z=
3;R?ML N7S DK=3.4;S KG=13.4;I (KG-K)7.65?ML4N<D 8;S K1=44+DK;S K2=37+DK;S Z=95;R?MMFOAS DK=9.4;S KG=22.8;I (KG-K)7.7?MMZODD 8;S K1=43+DK;S K2=36+DK;S Z=97;R?MM)OFS K1=43;S K2=36;S Z=97;R?MNIOHI (K-7.8)7.9,7.05;I (K-8)7.05;S DK=.3;S KG=8.3;I (K-KG)7.1?MN-O
S DK=.4;S KG=8.7;I (K-KG)7.2;S DK=.8;S KG=9.5;I (K-KG)7.3;S DK=1.1?MOTOLS KG=10.6;I (K-KG)7.4;S DK=2.2;S KG=12.8;I (K-KG)7.5;S DK=4.5;S KG=17.3?MO0ONI (K-KG)7.6;S DK=12.1;S KG=29.4;I (K-KG)7.68;G 7.7?MPQOPI (K-5.3)7.9,7.05;I (K-5.4)7.05;S DK=.2;S KG=5.6;I
(K-KG)7.1?MP1ORS DK=.3;S KG=5.9;I (K-KG)7.2;S DK=.5;S KG=6.4;I (K-KG)7.3?MQQOTS DK=.8;S KG=7.2;I (K-KG)7.4;S DK=1.5;S KG=8.7;I (K-KG)7.5?MQ5OVS DK=3;S KG=11.7;I (K-KG)7.6;S DK=8.2;S KG=19.9;I (K-KG)7.68;G 7.7?MQ;OZS Y=-1?MPJS DK=(KG-K)/DK?MRIBCZ?MR^BDA "W
LCHE ZEILE 
",ZE;F I=ZE,70;T !?MBTBEA !"*"!!!"BETR.: "P?MB	BOI (NB-20)1.16;S NB=1;S T1=5;S T2=18;G 1.2?MV\BUD 5;T :5"[KN/M]  [CM]  [CM]  [KN/M2]   [CM]   ZUL. VORH.   [MN/M2]   [CM2]";D 5?MB6B
S A=A/100,DZ=DZ/100?MUFB)S SV=SQ/B1?MTQB$S SQ=Q+QK*DA+B1*D1*25?MS;B(S B1=.05*FITR(20*SQ/S)+.05;D 1.34;D 1.36?MC<B2S M=Q*DA/80;S H=D1*100-3;S K=H/FSQT(M);S Y=;D 7;D 1.43?MV9B*I (S-SV)1.33;I (.577-DA/2*D1)1.43;T %3:32,B1*100,D1*100,%5,S,SV," STAMPFBETON  B 
0";D 6;G 1.3?MF8DJT %3:32,B1*100,D1*100,%5,S,SV,%6.03,T0/10,%4.02,M*K1/H,M*K2/H;D 5?MS.B^D 5;A Q;I (Q-.1)1.9;S X=;A :6,Q,:14,A,:20,DZ,:27,QK?MC"B+S QR=Q*(DA-D1+.03)/B1*20;S T0=QR*10/(D1-.03)*Z?MR+BNA :12"BIND. BAUGRUND  ZUL. BODENPR. SZ [KN/M2] = "S;D 6,6
MWSBLA :12"STAMPF- UND STAHLBETONBANKETTE   B 10 UND B ",NB,!?MSCBTT "POS. LAST   WAND ZUSCHL. AUFL.   B / D    BODENPR.    TAU0   AS1    AS2?ME.B<S SD=.763*T*B1;D 5;T :5%5.02"ERF. SCHUBBEW. 60 GRAD: AST ="SD," CM2";D 5?M?ML S SIBAFE?M?MB1;D 5;T :5%5.02"E
F. SCHUBBEW. 60 GRAD: AST =

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