Foundations DWG Full Project for AutoCAD

Foundations DWG Full Project for AutoCAD

foundations supporting wall; deeply foundations; university project; from bulgaria

Drawing labels, details, and other text information extracted from the CAD file (Translated from Corsican):

IIA, III, øïóíòîâà ñòåíà- åäíîðåäíî ïîäïðÿíà, øïóíòîâà ñòåíà- êîíçîëíà, ñëÿãàíå II âåðòèêàë A ñëÿãàíå âåðòèêàë II b, ïîäïîðíà ñòåíà, ïèëîòåí ôóíäàìåíò, ïëîñúê ôóíäàìåíò, óïëúòíåíà ãëèíà, êàòåäðà, îáåêò, ðàçðàáîòèë, êîíñóëòàíò :, õîòåëñêè êîìïëåêñ Ad . ñîôèÿ, ôóíäèðàíå

Raw text data extracted from CAD file:

3,7 4,2 7,2 3,8 1,2 32,5 10 1 7,2 4,1 1,37 t=2.4 7,2 4,1 1,37 to=2 4,75 4,75 1,366 2 4,1 7,2 4,1 t=1.5h=6.15 4,75 4,2 0,5 0,5 0,5 0,5 0,5 0,5 0,5 0,5 0,5 0,5 0,6 h=86.93 3.5 to=5.4 L=1.4 1,7 2 1,2 1,5 1,5 2 2 1,2 3,7 4,2 4 1,2 Ha=4.03 Ha,ïðèåòî=5,5 0,5 hf=1.1 ak=0.25 0,3 0,275 0,5 0,6 1,2 h2=4.2 h1=7.2 t=1.5 0.35 0.35 hp=1.2 hk=1 Lp=13 0,6 0.4 bo=1.25 bo=1.25 bo=1.25 0.4 L=4.55 0.4 bo=1.25 bo=1.25 0.4 B=3.3 h2=4.2 h1=7.2 t=1.5 hp=1.2 hk=1 Lp=13 0,6 6.25 L'=6.82 B'=5.57 2 1,7 2 2 Ha=5.36 L=1.4 1,5 2 2 1,2 4 1,2 L=1.4 1,5 2 2 1,2 4 1,2 Ha,ïðèåòî=5,5 Ha,ïðèåòî=5,5 1050 775 500 375 575 27° 500 1050 775 500 375 575 600 725 600 460 140 585 140 460 140 140 330 270 330 395 330 270 330 455 752.5 455 320 455 45 140 110 80 125 500 300 100 180 50 20 30 620 120 530 650 330 150 207.5 40 207.5 40 125 125 125 40 455 40 125 125 40 330 120 110 60 50 10 80 140 70 70 80 140 L=12 25 57.5 120 80 700 180 180 180 180 180 180 180 180 180 180 180 180 180 165 227.5 180 180 180 180 180 180 180 180 57.5 I ÍÏ ÌÑ1-20m 530.60 ÌÑ2-17m 525.25 5 5 5 5 5 \U+03B3=19.1kN/m2; \U+03C6=22°; c=20kPa; Ip=3%; Ic=3.60% II \U+03B3=17kN/m2; \U+03C6=37°; c=1kPa III \U+03B3=17.2kN/m2; \U+03C6=35°; c=1kPa IV \U+03B3'=9.41kN/m2; \U+03C6=19°; c=35kPa; Ip=16%; Ic=0.25% V \U+03B3'=7.94kN/m2; \U+03C6=20°; c=39kPa; Ip=35%; Ic=0.29% VI \U+03B3'=8.52kN/m2; \U+03C6=32°; c=1kPa 5 5 5 525.60 521.50 ÍÏ 5 III \U+03B3=18.9kN/m2; \U+03C6=29°; c=0.5kPa 5 A=36.96 C p=10kN/m2 p=100kN/m2 5 Pp=107.21 Pa=42.63 Pq=4.164 \U+03BDa=59.5° t=2.4 Øïóíòîâà ñòåíà- åäíîðåäíî ïîäïðÿíà 525.60 521.50 ÍÏ 5 III \U+03B3=18.9kN/m2; \U+03C6=29°; c=0.5kPa 5 Ao=58.08 C p=10kN/m2 p=100kN/m2 5 Pp=89.34 Pa=40 Pq=4.164 \U+03BDa=59.5° to=2 5 5 Ao=58.08 89.34 44.164 4.164 Ep2=14.5 Ep3=25.65 Ep4=45.54 Ea10=17.66 Ea11=19.3 Ea12=25.32 Ea9=16.02 Ea8=14.38 Ea7=12.74 Ea6=11.1 Ea5=9.46 Ea4=7.82 Ea3=6.18 Ea2=4.54 Ea1=2.9 Ep1=3.57 0.725 3.31 1.02 19.25 35.21 46.02 50.88 17.76 6.07 30.26 43.99 M 5 5 5 Mmax=50.88kN.m 525.60 521.50 ÍÏ 5 III \U+03B3=18.9kN/m2; \U+03C6=29°; c=0.5kPa 5 p=10kN/m2 p=100kN/m2 Pp1=138.48 Pa1=47.22 Pq1=4.164 \U+03BDa=53° t=1.5h=6.15 5 Øïóíòîâà ñòåíà- êîíçîëíà IV \U+03B3'=9.41kN/m2; \U+03C6=16°; c=19kPa; Ip=16%; Ic=0.25% 5 1 2 3 Pa1'=77.29 Pq1'=6.816 Pp1'=84.62 Pa3=93.6 Pp3=247.07 Pq2=68.16 Pa,c=28.64 Pp,c=50.43 4.164 31.05 87.1 79.58 140.57 79.23 164.38 Ep1=26.77 Ep2=72.75 Ep3=74.3 Ep4=97.16 Ep5=133.02 Ep6=59.12 Ea1=9.53 Ea2=14 Ea3=20.56 Ea4=30.19 Ea5=12.65 5 5 5 5 5 5 5 5 5 5 5 Ep1=26.77 Ep2=72.75 Ep3=74.3 Ep4=97.16 Ep5=133.02 Ep6=59.12 Ea1=9.53 Ea2=14 Ea3=20.56 Ea4=30.19 Ea5=12.65 Ea1=9.53 Ea2=14 Ea3=20.56 Ea4=30.19 Ea5=12.65 Ep1=26.77 Ep2=72.75 Ep3=74.3 Ep4=97.16 Ep5=133.02 Ep6=59.12 h=86.93 p 0 1 2 3 6 4 5 7 8 9 10 11 5cm=86.93 3.5 to=5.4 Pw=30.5 Pw=30.5 ÍÏ III \U+03B3=18,9kN/m2; \U+03C6=29°; c=0.5kPa IV \U+03B3'=9.41kN/m2; \U+03C6=16°; c=19.5kPa; Ip=16%; Ic=0.25% V \U+03B3'=7.94kN/m2; \U+03C6=17°; c=21.5kPa; Ip=35%; Ic=0.29% L=1.4 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 Ha=4.03 Ha,ïðèåòî=5,5 5 \U+03C3z \U+03C3\U+03B3 0,2\fArial|b0|i0|c161|p34;\U+03C3\U+03B3 hf=1.1 ak=0.25 1 1 N Q M 700.45kPa 425kPa 29.7kPa R 5 5 5 5 5 h2=4.2 h1=7.2 t=1.5 II \U+03B3=17kN/m2; \U+03C6=37°; c=1kPa III \U+03B3=17.2kN/m2; \U+03C6=35°; c=1kPa IV \U+03B3'=9.41kN/m2; \U+03C6=19°; c=35kPa; Ip=16%; Ic=0.25% V \U+03B3'=7.94kN/m2; \U+03C6=20°; c=39kPa; Ip=35%; Ic=0.29% ÍÏ 0.35 0.35 hp=1.2 hk=1 Lp=13 P Rb Rf 5 zi i zb 0.4 bo=1.25 bo=1.25 bo=1.25 0.4 L=4.55 0.4 bo=1.25 bo=1.25 0.4 B=3.3 h2=4.2 h1=7.2 t=1.5 II \U+03B3=17kN/m2; \U+03C6=37°; c=1kPa III \U+03B3=17.2kN/m2; \U+03C6=35°; c=1kPa IV \U+03B3'=9.41kN/m2; \U+03C6=19°; c=35kPa; Ip=16%; Ic=0.25% V \U+03B3'=7.94kN/m2; \U+03C6=20°; c=39kPa; Ip=35%; Ic=0.29% ÍÏ hp=1.2 hk=1 Lp=13 5 6.25 L'=6.82 B'=5.57 \U+03C3\fArial|b0|i0|c204|p34;ñð. 1 2 \U+03C3\U+03B3 0,2\fArial|b0|i0|c161|p34;\U+03C3\U+03B3 5 5 N Q M 5 3 VI \U+03B3'=8.52kN/m2; \U+03C6=32°; c=1kPa 5 4 \U+03C3z Ha=5.36 ÍÏ III \U+03B3=18,9kN/m2; \U+03C6=29°; c=0.5kPa IV \U+03B3'=9.41kN/m2; \U+03C6=16°; c=19.5kPa; Ip=16%; Ic=0.25% L=1.4 5 5 5 5 5 5 1 2 3 \U+03C3z \U+03C3\U+03B3 0,2\fArial|b0|i0|c161|p34;\U+03C3\U+03B3 ÍÏ III \U+03B3=18,9kN/m2; \U+03C6=29°; c=0.5kPa IV \U+03B3'=9.41kN/m2; \U+03C6=16°; c=19.5kPa; Ip=16%; Ic=0.25% L=1.4 5 5 5 5 5 5 1 2 3 \U+03C3z \U+03C3\U+03B3 0,2\fArial|b0|i0|c161|p34;\U+03C3\U+03B3 Ñëÿãàíå ïî âåðòèêàë À Ñëÿãàíå ïî âåðòèêàë B Ha,ïðèåòî=5,5 Ha,ïðèåòî=5,5 1050 775 500 1 2 3 4 6 5 375 575 ÍÏ 518.40 ÌÑ1-20m 530.60 êîòà íà îáðàáîòåí òåðåí 530.60 -3.75=521.50 5 ÏÎÄÏÎÐÍÀ ÑÒÅÍÀ ØÏÓÍÒÎÂÀ ÑÒÅÍÀ LARSSEN 600 ÏÈËÎÒÅÍ ÔÓÍÄÀÌÅÍÒ ÏËÎÑÚÊ ÔÓÍÄÀÌÅÍÒ ÀÍÊÅÐ-lk=7m;d=0.2m ïðåç 1,8m 500 1 2 3 4 6 5 B20 B20 B12.5 A Á  à 1050 775 500 375 575 600 725 600 460 140 585 140 460 140 140 330 270 330 395 330 270 330 455 752.5 455 320 455 45 140 ÏËÎÑÚÊ ÔÓÍÄÀÌÅÍÒ ÏÈËÎÒÅÍ ÔÓÍÄÀÌÅÍÒ ØÏÓÍÒÎÂÀ ÑÒÅÍÀ LARSSEN 600 ÏÎÄÏÎÐÍÀ ÑÒÅÍÀ 110 80 125 500 300 5:1 10:1 óïëúòíåíà ãëèíà \U+03C650 ïðåç 50cm óïëúòíåíà ãëèíà \U+03C650 ïðåç 50cm 100 180 50 20 30 620 120 530 650 330 3 A 11Ï13-35/35 B20 B20 B7.5 150 207.5 40 207.5 40 125 125 125 40 455 40 125 125 40 330 1 B12.5 120 110 60 50 10 80 140 70 70 80 140 A 6 L=12 Íàïðå÷åí ðàçðåç Ì1:200 Ïëàí íà ôóíäàìåíòèòå è íà óêðåïèòåëíèòå ñòåíè Ì1:200 Òåæêà (ãðàâèòà÷íà) ïîäïîðíà ñòåíà ïî îñ 6 Ì1:50 Ëåêà (úãëîâà) ïîäïîðíà ñòåíà Ì1:50 Ïèëîòåí ôóíäàìåíò ïî îñè 2,3,4 M1:50 25 57.5 Ïëîñúê ôóíäàìåíò ïî îñ 1 M1:50 1:4 \W4.00000; Çàáåëåæêè: \W4.00000; 1.Èçêîïèòå çà ôóíäàìåíòèòå è àðìèðîâêàòà çà ïèëîòíèòå ôóíäàìåíòè ñå \W4.00000; ïðèåìàò ñ ðàçðåøèòåëåí àêò çà ïðîåêòèðàíå \W4.00000; 2. õîäà íà ñòðîèòåëñòâîòî ñà âúçìîæíè êîðåêöèè â ïðîåêòà ïî ôóíäèðàíå \W4.00000; 3.Áåòîíúò â îñíîâèòå è â óêðåïèòåëíèòå ñòåíè å êëàñ ïî ÿêîñò B10 è B15 Êàòåäðà Îáåêò ×àñò ×åðò. 1 Ðàçðàáîòèë Êîíñóëòàíò: ÓÀÑà Êàòåäðà "Ãåîòåõíèêà" 15.05.2009ã. Õîòåëñêè êîìïëåêñ ãð. Ñîôèÿ Ôóíäèðàíå ÃÏ Ôóíäèðàíå ïî îñè 1,2,3,4 è óêðåïèòåëíè ñòåíè ïî îñè 5 è 6 M 1:50/1:200 Âåíöèñëàâ Àíãåëîâ, ÑÑÑ3, 13712 120 80 700 180 180 180 180 180 180 180 180 180 180 180 180 180 165 227.5 ÀÍÊÅÐ-lk=7m;d=0.2m ïðåç 1,8m 180 180 180 180 180 180 180 180 ÷àêúë ÷àêúë 57.5

Language	Other
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, base, DWG, FOUNDATION, foundations, full, fundament, Project, supporting, university, wall