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U.()I:C U/W-FOCAL:RANDEINO/DA/TE?MB/BJS A1=A+C/2;S B1=L-A1;S H=A1*B1^2-C*C*(B1-A1/2)/6?MRMBKS M=M+G*C*H/L*L;S N=N+Q*C*H/L*L;G 1.08?MR-BNS M=M+G*A1;S N=N+Q*A1;G 1.13?MC,BQS H1=B1*(10-5*C1*C1-10*B1*C1-10*B1*B1)?MDDBRS H2=A1*(5-7.5*C1^2-10*A1*C1-5*A1^2)-C1^3
MD$BSS M=M+G*L*L*C1*(H1-H2)/30;S N=N+Q*L*L*C1*(H1-H2)/30;G 1.16?MSLBTS M=M+G(V)*L*L*C3(V)*(H3(V)-H4(C))/30?ME]BXS H1=B1*(2-3*C1^2-4*B1*C1-2*B1^2);S H2=-A1*(1-A1*C1-C1^2/2-A1^2)?ME2BZS M=M+G*L*L*C1*(H1+H2-0.7*C1^3+C1)/6?MKMB[S N=N+Q*L*L*C1*(H1-H2-0.7*C1^3+
1)/6;G 1.22?MF$B
S IO=BO*(DO/10)^3/120;S IU=BU*(DU/10)^3/120?MF:B S DS=D0-D;S TP=B*D/100;S TS=DS*B0/100?MGSB!S S=TP*(D0-D/2)/10+TS*DS/20;S E=S/(TP+TS)*10?MG.B"S EO=D0/100-E;S I=TP*D*D/1200+TP*(EO*10-D/20)^2?MHQBS I=I+TS*(DS/10)^2/12+TS*(10*E-DS/20)^2;I (0.1-HO)1.36;S HO=0
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B R A S S ALFONSSTR. 9 8000 MUENCHEN 19 RUF *089/181081"!!!?MK/DJD 9,7;T "1. KONSTR.: ST.B.-RANDSTUETZE UNTER POS. ";A C;D 9;G 1.05?MQ BFD 8;A "STUETZE UNTEN:",BU,:30,DU,:35,HU;D 8;A "RIEGEL:":23,B,:30,D,:35,L,"B0 =",B0," D0 = ",D0?MMPBED 9;T :24 "
D H/L";D 9;T :25"[CM] [M]";D 9,8;A "STUETZE OBEN: ",BO,:30,DO,:35,HO?MCEBMS T=T-1;I (T)1.15;D 8,1.09;S A1=(L*L-A*A*(2-A/L))/12?MCVBPS T=T-1;I (T) 1.21;D 8,1.09;S B1=(L-A-C)/L;S A1=A/L;S C1=C/L?MD:BVS T=T-1 ;I (T) 1.30;D 8,1.09;S A1=A/L;S B1
(L-A-C)/L;S C1=C/L?MP B-T "AUS G :",MO,MR,MU;D 8?MP>B.T "ABGEMIND. :",GO," ",GU;D 9,8?MQPB/T "AUS Q :",NO,NR ,NU;D 8?MKZB0T "ABGEMIND. :",QO," ",QU;D 9,8?MKABGD 9,7;T "2. BELASTUNG:";D 9,8;A "LASTF. 1 BLOCKLASTEN:",T;I (T-1)1.12?MN
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