home
***
CD-ROM
|
disk
|
FTP
|
other
***
search
/
64'er Special 23
/
64er_Magazin_Sonderheft_23_19xx_Markt__Technik_de_Disk_1_of_2_Side_B.d64
/
statik 64
(
.txt
)
< prev
next >
Wrap
Commodore BASIC
|
2022-10-26
|
17KB
|
590 lines
1 rem ---------------------------------
2 rem - stadi v1.1 -
3 rem - -
4 rem - (c) by ingo tack -
5 rem - 4630 bochum 6 -
6 rem ---------------------------------
7 :
12 i=i+1
14 if i=1thenload"erw.1",8,1
90 :
91 rem --------------------------------
92 rem - titelbild -
93 rem --------------------------------
99 :
100 poke 53280,0 :poke 53281,0 :print chr$(14 )chr$(147);
101 print"[158][176]";:for z=1 to 38:print"{$60}";:next
102 print"[174]{$7d} Stahlbetonbemessung von Stuetzen [146]{$7d}";
103 print"{$7d} mit einer Schlankheit <= 70 [146]{$7d}";
104 print"[171]";:for z=1 to 38:print"{$60}";:next
105 print"[179]{$7d} Das Programm berechnet folgende [158]{$7d}";
106 print"{$7d}"spc(12)"Druckglieder:"spc(13)"[158]{$7d}";
107 print"[171]";:for z=1 to 38:print"{$60}";:next
108 print"[179]{$7d} - zentrisch belastete Stuetezen [158]{$7d}";
109 print"{$7d}"spc(11)"ohne Knickgefahr"spc(11)"[158]{$7d}";
110 print"[221] - bei [194]eanspruchung durch [194]iege- [158][221]";
111 print"{$7d}"spc(7)"momente mit Normalkraft"spc(8)"[158]{$7d}";
112 print"[221]"spc(38)"[221][221] [196]ie [203]nicksicherheit wird nach den [158][221]";
113 print"[221] [197]uler [198]aellen ermittelt"spc(6)"[158][221]";
114 print"{$7d} (bei unverschieblichen Systemen) {$7d}";
115 print"{$7d}"spc(38)"{$7d}{$7d} Die Berechnungen erfolgen nach {$7d}";
116 print"{$7d}"spc(15)"DIN 1045"spc(15)"{$7d}";
117 print"[171]";:for z=1 to 38:print"{$60}";:next
118 print"[179]{$7d}"spc(11)"[159](c) by Ingo Tack"spc(11)"[158]{$7d}";
119 print"{$7d}"spc(14)"[159]Juli 1986"spc(15)"[158]{$7d}";
120 print"[173]";:for z=1 to 38:print"{$60}";:next
121 print"[189]";
130 forw=1to5000:nextw
150 gosub9960
151 :
152 rem -------------------------------
153 rem - eingabemenue -
154 rem -------------------------------
155 :
156 gosub10000
160 gosub5000 :rem baustoffeingabe
163 gosub10000
165 gosub5100 :rem querschnitt
170 gosub10000
175 gosub5200 :rem schnittkraefte
181 goto 5400 :rem eingabefehler
182 gosub10000
185 gosub5300 :rem frage auf ksn
190 if ksn=0then m0=abs(m2):d2=d:goto355
194 :
195 rem -------------------------------
200 rem - berechnung sk -
201 rem -------------------------------
202 :
205 ifa2<>0then225
210 ifa1=1then l=s1:goto230
215 ifa1=2then l=s2:goto230
220 ifa1=3then l=s3:goto230
225 if(a1=1anda2=2) or (a1=2anda2=1) thens=s1+s2:goto229
226 if(a1=2anda2=3) or (a1=3anda2=2) thens=s2+s3:goto229
227 if(a1=1anda2=3) or (a1=3anda2=1) thens=s1+s3:goto229
229 l=s/2
230 gosub10000
235 sys aus,5,5,"[196]er [203]orrekturwert [194]eta fuer das"
240 sys aus,5,7,"[211]ystem lautet :";:printl
241 print"[158]"
245 sys aus,5,10,"[215]ie lautet die [203]nicklaenge h [m] "
250 sys aus,15,12,"[211]k = ";:sys ein,5,e2$,a$:sk=val(a$)
255 sk=sk*l
260 sys aus,5,15,"[196]ie [203]nicklaenge bezogen auf das"
265 sys aus,5,17,"[211]ystem betraegt :";:printsk;"m"
290 :
291 rem -------------------------------
292 rem - berechnung der schlankheit -
293 rem -------------------------------
294 :
300 l1=sk/(0.289*(b/100))
305 l2=sk/(0.289*(d/100))
306 ifl1>l2thenl=l1
307 ifl2>=l1thenl=l2
308 if abs(m2)=0andabs(m1)=0thengl=45:goto315
309 if l> 70then5500
310 gl=45-25*m1/m2
315 if l1>glthen l=l1:d2=b:goto340
320 if l2>glthen l=l2:d2=d:goto340
321 if f1=1then2000
325 goto 500:rem regelbemessung
326 :
327 rem -------------------------------
328 rem - berechnung von mo -
329 rem -------------------------------
330 :
340 if abs(m2)=0 and abs(m1)=0 then m0=0:goto355
345 if abs(m2)<>0and abs(m1)=0 then m0=0.6*abs(m2):goto355
350 m0=0.65*m2+0.35*m1
355 e0=m0/abs(n):vg=e0/(d2/100)
360 if vg>=3.5then5600
361 if f1=1 and ksn =0 then 2000
362 if ksn =0 then 500
365 :
370 rem -------------------------------
371 rem - berechnung zusatzausmitte -
372 rem -------------------------------
373 :
380 ifvg<=0 or vg<0.3 then f= d2*((l-20)/100)*sqr(0.10+vg):goto400
385 ifvg<=0.3orvg<2.5 then f= d2*((l-20)/160):goto400
390 ifvg<=2.5orvg<3.5 then f= d2*((l-20)/160)*(3.5-vg)
395 :
396 rem -------------------------------
397 rem - berechnung max m -
398 rem -------------------------------
399 :
400 m=m0+abs(n)*(f/100)
495 :
496 rem -------------------------------
497 rem - regelbemessung teil 1 -
498 rem -------------------------------
499 :
500 if m0<>0 or m1<>0 or m2<>0 or m<>0 then 700 :rem regelbemessung teil 2
501 :
505 rem *** gebundene bemessung ***
506 :
510 nb=b*d*((br/10)/2.1)
515 ns=abs(n)-nb
520 if ns<0then 540
525 ea=ns/((bs/10)/2.1)
530 a1=ea/2:goto 2000
531 :
535 rem *** stat. erf. querschnitt ***
536 :
540 if bs=220thengr=((br/10)/2.1)/.008+10.5:goto 550
545 gr=((br/10)/2.1)/.008+20
550 ea=abs(n)/gr
555 a1=ea/2:f1=1:goto 2000
557 :
558 rem *** freie bemessung ***
559 :
560 gosub10000
565 sys aus,5,6,"[194]ewehrungsanteil :"
570 sys aus,5,7,"[163][163][163][163][163][163][163][163][163][163][163][163][163][163][163][163][163][163]"
574 sys aus,5,9 ,"0,8 % - 1,5 % wirtschaftlich"
576 sys aus,5,11,"1,5 % - 3,0 % staerker bewehrt"
578 sys aus,5,13,"3,0 % - 6,0 % stark bewehrt"
590 sys aus,5,17,"[194]ewehrungsanteil mue =>";
595 sys ein,3,e2$,a$:p=val(a$)/100
600 gi=((br/10)/2.1)+p*((bs/10)/2.1)
605 ab=abs(n)/gi
610 gosub10000
615 sys aus,5,7,"[211]oll ein [205]ass des [209]uerschittes"
620 sys aus,8,9,"vorgegeben werden (j/n)? "
625 sys aus,5,13,"[215]ird ein ' n ' eingegeben, so"
630 sys aus,5,15,"wird die [193]bmessung der [211]tuetze"
635 sys aus,12,17," quadratisch !!"
640 geta$:ifa$=""then640
645 ifa$="n"then 670
650 ifa$<>"j"then640
655 sys aus,5,20,"[211]eitenlaenge [cm] b = ";:
660 sys ein,5,e2$,a$
665 b=val(a$)
667 d=ab/b
669 goto675
670 b=sqr(ab):d=b
675 b=int(b+.5):d=int(d+.5)
676 gr=((br/10)/2.1)/.008+20
680 ea=p*ab:a1=ea/2:f1=2:goto 182
690 :
691 rem -------------------------------
692 rem - regelbemessung teil 2 -
693 rem -------------------------------
694 :
695 rem *** bestimmung vom max m ***
700 ifabs(m2)>mthen mx=abs(m2):goto710
705 mx=abs(m)
710 d2=(d1*2)/d
715 gosub10000
720 sys aus,7,5,"[194]iegung mit [206]ormalkraft und"
722 sys aus,12,6,"kleiner [193]usmitte"
723 sys aus,5,8,"[197]s ist das [205]omenten-[206]ormalkraft"
725 sys aus,10,9,"[196]iagramm d1/d = ";
727 printusr(d2),5,2
730 sys aus,15,10,"[158]zu benutzen."
735 n1=(n *.001)/((b*d*.0001)*br)
740 m1=(mx*.001)/((b*d*d*.000001)*br)
745 ifabs(m1)<0.045then800
750 ifabs(n1)<0.1 then800
755 sys aus,5,12,"m = ";:printusr(m1),6,3:print"[158]"
760 sys aus,5,14,"n = ";:printusr(n1),6,3:print"[158]"
765 sys aus,5,16,"[194]itte entnehmen [211]ie aus dem"
770 sys aus,8,18,"[196]iagramm [215]01=[215]02 = ";
775 sys ein,5,e2$,a$
777 w=val(a$)
779 mue=w/((bs/10)/1.75)
780 a1=mue*b*d:ea=2*a1
785 goto2000
790 :
791 rem *** stat. erf. querschnitt ***
792 :
800 sys aus,5,12,"[196]ie [215]erte m und n sind unguenst-"
802 sys aus,5,13,"ig. => stat. erf. [209]uerschnitt":print"
810 m2[178]m1[172]5:n2[178]n1[172]5:m3[178]m1[172]10:n3[178]n1[172]10
815 [158] aus, 5,15,"m x 1 =";:[153][183](m1),6,3
816 [158] aus,20,15,"n x 1 =";:[153][183](n1),6,3
817 [158] aus, 5,16,"m x 5 =";:[153][183](m2),6,3
818 [158] aus,20,16,"n x 5 =";:[153][183](n2),6,3
819 [158] aus, 5,17,"m x10 =";:[153][183](m3),6,3
820 [158] aus,20,17,"n x10 =";:[153][183](n3),6,3
825 [158] aus,5,19,"atnus str$iagramm n$ = ";
830 [158] ein,5,e2$,a$
832 n1[178][197](a$):n1[178][182](n1)
835 w[178].004[172]((bs[173]10)[173]1.75)
840 b1[178]([182](n)[172].001)[173](n1[172](d[173]100)[172]br)
845 a1[178].004[172]d[172]b1[172]100
847 ea[178]2[172]a1
850 [137]2000
990 :
1991 [143] ------------------------------
1992 [143] - berechnung bewehrung -
1993 [143] ------------------------------
1994 :
2000 [139] b[179][178]40 [175] d[179][178]40 [167]za[178]4:[137]2045
2001 [139] b[179][178]40 [167] z1[178]2 :[137]2018
2002 [139] d[179][178]40 [167] z2[178]2 :[137]2005
2003 :
2005 z[178]1
2010 z[178]z[170]1
2015 [139](b[173]z)[179][178]30[167]z1[178]z[170]1:[137]2017
2016 [137]2010
2017 [139] z2[179][177]0[167]2030
2018 z[178]1
2019 z[178]z[170]1
2020 [139](d[173]z)[179][178]30[167]z2[178]z[170]1:[137]2030
2025 [137]2019
2030 za[178](z1[170]z2)[172]2:za[178]za[171]4
2035 :
2042 [143] *** best. erf. as ***
2043 :
2045 [129] ds[178]1.2[164]1.6[169].2
2050 [141]2500:at[178]za[172]sa
2055 [139]at[177][178]ea[167] 2600
2060 [130]
2065 ds[178]2.0:[141]2500:at[178]za[172]sa:[139]at[177][178]ea[167]2600
2070 ds[178]2.5:[141]2500:at[178]za[172]sa:[139]at[177][178]ea[167]2600
2075 ds[178]2.8:[141]2500:at[178]za[172]sa:[139]at[177][178]ea[167]2600
2080 za[178]za[170]2:[137]2045
2490 :
2491 [143] *** ber. kreisflaeche ***
2492 :
2500 sa[178]([255][172]ds[172]ds)[173]4:[142]
2590 :
2591 [143] ------------------------------
2592 [143] - bemessung buegel -
2593 [143] ------------------------------
2594 :
2600 [139] ds[178]1.2[176]ds[178]1.4[176]ds[178]16[167]bu[178]6:[137]2620
2605 [139] ds[178]2.0[176]ds[178]2.5[167]bu[178] 8:[137]2620
2610 bu[178]10
2620 c1[178]12[172]ds:c1[178][181](c1):c2[178]2[172]c1
2700 [137]3000
2990 :
2991 [143] ------------------------------
2992 [143] - ausgabe auf bildschirm -
2993 [143] ------------------------------
2994 :
3000 [141]10000
3005 [158] aus,5,4,"valingabewerte :"
3006 [158] aus,5,5,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
3010 [158] aus,5,6,"peekaustoffe :"
3011 [158] aus,5,7,"-----------"
3015 [139]bs[178]220 [167]b1$[178]"peek(NULL)t 220/340":s$[178]" right$right$"
3016 [139]bs[178]420 [167]b1$[178]"peek(NULL)t 420/500":s$[178]"right$right$right$"
3017 [139]bs[178]500 [167]b1$[178]"peek(NULL)(NULL) 500/550":s$[178]"right$(NULL)"
3020 [158] aus,5,8, "peeketon peek";:[153]be
3025 [158] aus,5,9 ,"(NULL)tahl ";:[153]b1$
3030 [158] aus,5,11,"(NULL)uerschnitt :"
3031 [158] aus,5,12,"-------------"
3035 b2$[178]" [cm]":b3$[178]" [k(NULL)]":b4$[178]" [k(NULL)m]":b7$[178]" [cm2]":b8$[178]"[mm]"
3040 [158] aus,5,13,"b = ";:[153][183](b),8,2;:[153]b2$
3041 [158] aus,5,14,"d = ";:[153][183](d),8,2;:[153]b2$
3042 [158] aus,5,15,"c = ";:[153][183](d1),8,2;:[153]b2$
3050 [158] aus,5,17,"(NULL)chnittkraefte :"
3051 [158] aus,5,18,"----------------"
3052 [158] aus,5,19,"(NULL) = ";:[153][183](n),8,2;:[153]b3$
3055 [158] aus,5,20,"(NULL)2 = ";:[153][183](e1),8,2;:[153]b4$
3056 [158] aus,5,21,"(NULL)1 = ";:[153][183](e2),8,2;:[153]b4$
3057 [158] aus,12,23,"< weiter mit len= >"
3058 [146] 653,2
3060 [139] ksn[179][177]1[167] 3500
3061 [141]10000
3065 [158] aus,12,4,"(NULL)(NULL)(NULL) erforderlich !!"
3066 [158] aus,5,6,"grenz (NULL)amda = ";:[153][183](gl),2,0
3067 [158] aus,5,7," (NULL)amda = ";:[153][183]( l),2,0
3072 b6$[178]" [m]"
3075 [158] aus,5,11,"(NULL)nicklaenge (NULL)k = ";:[153][183](sk),6,2;:[153]b6$
3080 [158] aus,5,14,"(NULL)o ";:[153][183](m0),6,2;:[153]b4$
3081 [158] aus,5,17,"(NULL)usatzausmitte ";:[153][183](f ),6,2;:[153]b2$
3085 [158] aus,5,20,"max (NULL) = ";:[153][183](m) ,6,2;:[153]b4$
3087 [158] aus,12,23,"< weiter mit len= >"
3090 [146] 653,2
3500 [141]10000
3505 [158] aus,5,4,"(NULL)ahl der peekewehrung :"
3510 [158] aus,5,5,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
3520 [158] aus,5,7,"erf. atns = ";:[153][183](ea),6,2;b7$
3525 [158] aus,5,9,"gew. peekewehrung :"
3526 [158] aus,5,10,"----------------"
3530 [158] aus,5,11," ";za;s$;" ds=";ds[172]10;b8$:[153]"sys"
3535 [158] aus,5,13,"vorh. atns = ";:[153][183](at),6,2;b7$
3545 [158] aus,5,17,"peekuegelbemesung :"
3550 [158] aus,5,18,"----------------"
3552 [158] aus,5,19,"peekuegel dsbu = ";bu;b8$
3553 [158] aus,5,21,"sbu = ";:[153][183](c1),2,0;b2$;" sbu' = ";
3555 [153][183](c2),2,0;b2$
3560 [158] aus,12,23,"< weiter mit len= >"
3565 [146] 653,2
3570 as[178]at
3580 [139]f1[179][177]1[167]3585
3581 zn[178]as[172]gr
3582 [137]3605
3585 [139]1[179][177]2[167]3600
3586 zn[178]ab[172]gr[170](bs[173]2.1)[173]10[172]as
3587 [137]3605
3600 zn[178]d[172]b[172]((br[173]10)[173]2.1)[170]as[172]((bs[173]10)[173]2.1)
3605 mue[178](as[173](b[172]d))[172]100
3610 [141]10000
3615 [158] aus,5,5,"(NULL)ulaessige peekelastung :"
3620 [158] aus,5,6,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
3621 [158] aus,5,9,"zul. (NULL) = ";:[153][183](zn),8,2;b3$
3625 [158] aus,5,12,"peekewehrungsgehalt :"
3630 [158] aus,5,13,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
3635 [158] aus,5,16,"(NULL)ue = ";:[153][183](mue),8,2;" [%]"
3640 [158] aus,12,23,"< weiter mit len= >"
3645 [146] 653,2
3650 [141]10000
3655 [158] aus,5,10,"(NULL)ollen die valrgebnisse auf einem"
3660 [158] aus,6,12,"str$rucker ausgegeben werden ?"
3665 [161]a$:[139]a$[178]""[167]3665
3670 [139]a$[178]"j"[167]4000
3675 [139]a$[179][177]"n"[167]3665
3680 :[156]:[137]150
3990 :
3991 [143] ------------------------------
3992 [143] - druckerausgabe mps 801 -
3993 [143] ------------------------------
3994 :
4000 [159]4,4:[151]768,185:[152]4:[160]4:[151]768,139
4005 [139] st[179][177][171]128[167]4050
4010 [141]10600
4015 [158] aus,7,17,"str$rucker bitte einschalten !!sys"
4020 [129]w[178]1[164]1000:[130]:[137]4000
4050 [159]1,4,7
4055 [152]1,[199](14)[199](16)"08(NULL)tahlbetonbemsessung : (NULL)tuetzen"
4056 [152]1,[199](15)[199](16)"23(bei unverschieblichen (NULL)ystemen)"
4064 :
4065 [143] *** sonderzeichen ***
4066 :
4068 [143] lamda
4075 [131]225,154,132,136,240,128
4078 :
4080 [143] durchmesser
4082 [131]156,162,255,162,156,128
4085 :
4095 [129]i[178]1[164]6
4100 [135] x:s1$[178]s1$[170][199](x):[130]i
4105 [129]i[178]1[164]6
4110 [135] x:s2$[178]s2$[170][199](x):[130]i
4115 [141]10000
4120 [158] aus,5,5,"(NULL)ositions-(NULL)r. : ";
4122 [158] ein,4,e2$,a$:po[178][197](a$)
4125 [158] aus,5,7,"(NULL)osition : ";
4127 [158] ein,20,e3$,p$
4130 [152]1,[199](10)[199](10)[199](10)
4132 [152]1," (NULL)ositions-(NULL)r. : ";po;" (NULL)osition : ";p$
4134 [152]1,[199](10)
4135 [152]1," peekaustoffe :"
4136 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4140 [152]1," peeketon : peek";be;" (NULL)tahl : ";b1$
4142 [152]1
4144 [152]1," (NULL)uerschnitt :"
4145 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4147 [152]1," b = ";[183](b),8,2;b2$;" ";"d = ";[183](d),8,2;b2$;" ";
4150 [152]1," c = ";[183](d1),8,2;b2$
4152 [152]1
4156 [152]1," (NULL)chnittkraefte :"
4160 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4166 [152]1," (NULL) = ";[183](n),8,2;b3$;" ";"(NULL)2 = ";[183](e1),8,2;b4$;" ";
4167 [152]1,"(NULL)1 = ";[183](e2),8,2;b4$
4168 [152]1,[199](10)
4170 [139]ksn[179][177]1[167] 4300
4175 [152]1,[199](16)"15(NULL)nicksicherheitsnachweis ist erforderlich !!"
4176 [152]1,[199](16)"15tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("[199](10)
4180 [152]1," chr$renz = ";
4182 [152]1,[199](8)s1$;
4183 [152]1,[199](15);[183](gl),2,0;" tantan> vorh. "[199](8)s1$;
4184 [152]1,[199](15)" = ";[183](l),2,0
4185 [152]1,[199](10)" (NULL)nicklaenge (NULL)k = ";[183](sk),6,2;b6$;[199](10)
4186 [152]1," (NULL)o = ";[183](m0),6,2;b4$;" ";
4187 [152]1,"(NULL)usatzausmitte f = ";[183](f),6,2;b2$;
4190 [152]1," max (NULL) = ";[183](m),6,2;b4$
4195 [152]1
4300 [152]1,[199](14)[199](16)"17(NULL)ahl der peekewehrung :"
4305 [152]1,[199](16)"17tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("[199](15)[199](10)
4310 [152]1," erf. atns = ";[183](ea),6,2;b7$
4320 [152]1
4325 [152]1," gew. peekewehrung :"
4326 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4330 [152]1,[199](14)" ";za;" ";s$;" "[199](8)s2$;
4331 [152]1,[199](14)" ";ds[172]10;b8$[199](15)[199](10)
4335 [152]1," vorh. atns = ";[183](at),6,2;b7$
4340 [152]1,[199](10)
4345 [152]1," peekuegelbemessung :"
4346 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4350 [152]1," peekuegel "[199](8)s2$;
4351 [152]1,[199](15)" ";bu;b8$
4360 [152]1," sbu = ";[183](c1),2,0;b2$;" sbu' = ";[183](c2),2,0;b2$
4365 [152]1
4370 [152]1," (NULL)ulaessige peekelastung :"
4371 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4375 [152]1," zul. (NULL) = ";[183](zn),8,2;b3$[199](10)
4380 [152]1," peekewehrungsgehalt :"
4381 [152]1," tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
4382 [152]1," mue = ";[183](mue),8,2;" [%]"
4500 [129] w[178]1[164]2000:[130]:[156]:[137]150
4990 [143] ------------------------------
4991 [143] - eingabemenue -
4992 [143] ------------------------------
5000 [158] aus,5,7,"peekaustoffe :"
5010 [158] aus,5,8,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5020 [158] aus,5,9,"peeketon : peek";:[158] ein,2,e2$,a$
5025 be[178][197](a$)
5030 [139]be[178]15[176]be[178]25[176]be[178]35[176]be[178]45[176]be[178]55[167]5032
5031 [137]5020
5032 [139]be[178]15[167]br[178]10.5:[137]5040
5033 [139]be[178]25[167]br[178]17.5:[137]5040
5034 [139]be[178]35[167]br[178]23 :[137]5040
5035 [139]be[178]45[167]br[178]27 :[137]5040
5036 [139]be[178]55[167]br[178]30
5040 [158] aus,5,11,"peeketonstabstahl :"
5050 [158] aus,5,12,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5055 [158] aus,5,13,"<1> => peek(NULL)t 220/340"
5060 [158] aus,5,14,"<2> => peek(NULL)t 420/500"
5070 [158] aus,5,15,"<3> => peek(NULL)t 500/550"
5080 [158] aus,5,17,"peekst : ";:[158] ein ,2,e2$,a$
5085 bs[178][197](a$)
5086 [139]bs[178]1[167]bs[178]220:[142]
5090 [139]bs[178]2[167]bs[178]420:[142]
5095 [139]bs[178]3[167]bs[178]500:[142]
5096 [137]5080
5100 [158] aus,5,7,"(NULL)uerschnitteingabe :"
5110 [158] aus,5,8,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5120 [158] aus,5,9,"peekreite [cm] b = ";:[158] ein,5,e2$,a$
5125 b[178][197](a$)
5130 [158] aus,5,10,"str$icke [cm] d = ";:[158] ein,5,e2$,a$
5135 d[178][197](a$)
5140 [158] aus,5,12,"peeketondeckung :"
5154 [158] aus,5,13,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5155 [158] aus,5,14,"(NULL)tabdurchmesser <= 12mm =>c=1,0cm"
5156 [158] aus,5,15,"(NULL)tabdurchmesser 14-18mm =>c=1,5cm"
5157 [158] aus,5,16,"(NULL)tabdurchmesser 20-22mm =>c=2,0cm"
5158 [158] aus,5,17,"(NULL)tabdurchmesser 25-28mm =>c=2,5cm"
5159 [158] aus,5,18,"(NULL)tabdurchmesser >= 28mm =>c=3,0cm"
5160 [158] aus,5,20,"peeketondeckung c [cm] = ";:
5165 [158] ein,5,e2$,a$
5170 d1[178][197](a$)
5175 [142]
5200 [158] aus,5,6,"(NULL)chnittkraefte :"
5210 [158] aus,5,7,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5215 [158] aus,5,8,"(NULL) ist als str$ruckkraft negativ":[153]"sys"
5217 [158] aus,12,9,"einzusetzen !!"
5220 [158] aus,5,11,"(NULL)ormalkraft (NULL) [k(NULL)] = ";:[158] ein,7,e2$,a$
5225 n[178][197](a$)
5230 [158] aus,5,13,"valingabe der valndmomente :"
5231 [158] aus,5,14,"tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab(tab("
5232 [158] aus,5,15,"(NULL)omente vorzeichengerecht eingeben!"
5235 [158] aus,10,17,"(NULL)(NULL)2(NULL) > (NULL)(NULL)1(NULL) !!sys"
5240 [158] aus,5,19,"(NULL)2 [k(NULL)m] = ";:[158]ein,7,e2$,a$
5245 m2[178][197](a$):e1[178]m2
5250 [158] aus,5,21,"(NULL)1 [k(NULL)m] = ";:[158]ein,7,e2$,a$
5255 m1[178][197](a$):e2[178]m1
5260 [142]
5300 [158] aus,3,11,"(NULL)oll ein (NULL)nicksicherheitsnachweis"
5310 [158] aus,6,13,"durchgefuehrt werden (j/n) ?"
5320 [161]a$:[139]a$[178]""[167]5320
5325 [139]a$[178]"j"[167]ksn[178]1:[141]10050:[142]
5330 [139]a$[178]"n"[167]ksn[178]0:[142]
5340 [137]5320
5400 [139]b[179][177]0 [175] d[179][177]0[167] 182
5405 [137] 560 :[143] freie bemessung
5500 [141]10600:[141]10000
5502 [158] aus,5,12,"peekerechnung wurde wegen fehler-"
5505 [153]" hafte valingaben abgebrochen !!"
5510 [129]w[178]1[164]3000:[130]:[138] 150
5600 [141]10000:[141]10600
5610 [158] aus,6,11,"peekerechnungen muessen mit dem"
5612 [158] aus,9,13,"kh-(NULL)erfahren ermittelt"
5614 [158] aus,15,15,"werden !!"
5616 [137]5510
9950 :
9951 [143] ------------------------------
9952 [143] - unterprogrammbibliothek -
9953 [143] ------------------------------
9954 :
9955 [143] *** programmvorbereitung ***
9956 :
9960 [143] cursor neu setzten
9961 [158] 49152,100
9963 [143] *** print-at / input ***
9965 ein [178]49488 : aus[178] 49712
9967 [143] *** print-using ***
9969 s[178]49752:[151]785,s[171]256[172][181](s[173]256):[151]786,s[173]256
9970 :
9980 e1$[178]"abcdefghijklmnopqrstuvwxyz"
9981 e2$[178]"+-1234567890."
9982 e3$[178]e1$[170]e2$[170]"atnpeeklenstr$valascchr$left$right$mid$(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)(NULL)"
9983 e4$[178]"0123"
9990 s[178]0:[142]
9992 [143] ------------------------------
9993 [143] - bildschirmseitenaufbau -
9994 [143] ------------------------------
9995 :
10000 [153] [199](14 )[199](147);
10002 [153]"sysor";:[129] z[178]1 [164] 38:[153]"tan";:[130]
10004 [153]"^(NULL) (NULL)tahlbetonbemessung : (NULL)tuetzen (NULL)";
10006 [153]"(NULL) bei unverschieblichen (NULL)ystemen (NULL)";
10008 [153]"/";:[129] z[178]1 [164] 38:[153]"tan";:[130]:[153]"exp"
10032 :[142]
10040 :
10041 [143] -----------------------------
10042 [143] - knicksicherheitsnachweis -
10043 [143] - schaubild -
10044 [143] -----------------------------
10045 :
10050 [153][199](147);
10052 [153]"sysor";:[129] z[178]1 [164] 38:[153]"{$60}";:[130]
10054 [153]"^{$7d} Stahlbetonbemessung : Stuetzen {$7d}";
10056 [153]"{$7d} bei unverschieblichen Systemen {$7d}";
10058 [153]"/";:[129] z[178]1 [164] 38:[153]"{$60}";:[130]
10060 [153]"expor{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}=";:[129] z[178]1 [164] 21:[153]"{$60}";:[130]
10062 [153]"={$60}{$60}{$60}{$60}{$60}{$60}{$60}^{$7d}"[166]8)"{$7d} Auswahl des Systems:{$7d}"[166]7)"{$7d}";
10064 [153]"{$7d}"[166]8)"/";:[129] z[178]1 [164] 21:[153]"{$60}";:[130]
10066 [153]"exp"[166]7)"{$7d}{$7d}"[166]8)"*"[166]9)"{$60}={$60}"[166]9)"*"[166]7)"sys{$7d}";
10068 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10070 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10072 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10074 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10076 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10078 [153]"{$7d}"[166]8)"{$7d}"[166]10)"{$7d}"[166]10)"{$7d}"[166]7)"sys{$7d}";
10080 [153]"{$7d}"[166]8)"*"[166]9)"{$60}>{$60}"[166]8)"{$60}>{$60}"[166]6)"sys{$7d}";
10082 [153]"{$7d}"[166]7)"[1]"[166]8)"[2]"[166]8)"[3]"[166]6)"sys{$7d}";
10084 [153]"{$7d}"[166]38)"{$7d}{$7d} beide Ecken starr ein- starr sys{$7d}";
10086 [153]"{$7d} gelenkig gespannt gelenkig sys{$7d}";
10090 [153]"{$7d}"[166]38)"{$7d}-{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}={$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}{$60}<";
10092 [153]"(NULL)* (NULL)ahl des (NULL)ystems(NULL)(NULL)wischen und * (NULL)";
10094 [153]"/tantantantantantantantantantantantantantantantantantan>tantantantantantantantantantantantantantantantantantantanexp";:[153]"ononon";
10099 [153]""
10100 [158] aus,28,21," ";:
10101 [158] ein,2,e4$,a$
10105 a1[178][197](a$)
10110 [158] aus,34,21," ";:
10115 [158] ein,2,e4$,a$
10120 a2[178][197](a$)
10125 s1[178]1:s2[178].5:s3[178].7
10130 [142]
10590 :
10591 [143] -----------------------------
10592 [143] - alarmton -
10593 [143] -----------------------------
10594 :
10600 [151]54296,13:[151]54277,25
10605 [151]54278,68
10610 [151]54273,99:[151]54272,100:[151]54276,33
10615 [129]t[178]1[164]220:[130]
10620 [151]54276,0:[142]
10700 :
10701 [143] -----------------------------
10702 [143] - literaturverzeichnis -
10703 [143] -----------------------------
10704 :
10705 [143] "(NULL)ommelsdorf
10706 rem "[211]tahlbetonbau [212]eil 2
10707 [143] "(NULL)erner right$ngenieur (NULL)exte (NULL)right$(NULL)16
10708 rem " 4.[193]uflage 1986
10709 :
10710 [143] "(NULL)endehorst/(NULL)uth
10711 rem "[194]autechnische [218]ahlentafeln
10712 [143] "peek.chr$.(NULL)eubner (NULL)erlag
10713 rem "21.[193]uflage