Steel Project DWG Full Project for AutoCAD

Steel Project DWG Full Project for AutoCAD

IT’S A WELL DONE PROJECT LOCATED IN THE CENTER OF TIRANA AND IT IS A REGULAR GEOMETRIC SHAPE

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

new, new, data of the course project requirement: to design brick industrial buildings with a cross-section and metal skeleton with the following data: the cross-cutting scheme of the industrial building is as follows, transverse space industrial building is m. the length of the building is the cross sectional ram is m. The capricious step is of the type of crane type length is the general electric borehole with two gantry crane risers is the crane work yard will be the secondary crane operation in the object is the headbone quota is m., problem solving project rate ramws new dimensioning vertical and horizontal dimensions of twrthore new hv where it should be many times from the table of the book of the numerical examples is given to the capacity increase capacity where the case we kn get from the table value new new, the rigid level of the ramps is: where the height of the shinwheat height of the crane is the function of the lifting capacity of the crane and therefore we take its value from the table of the numerical examples where we have new new figures below:, new, new, HTV, the rebirth of the support, htv shell new hm kokws shingles for electric cranes depending on the crankshaft capacity with two ganxas with average mode is given in the table of numeric examples where we kn from the table we get new new table and the average work mode we get for the shinw type new new table we get dimensions in mm for the upper and lower band: new htv cm hs hp hs, The crane nwn crane is:, it is taken in mm and it is solved by the size of the whole number expressed in centimeters, HSH, HTV, picture, tshk, picture, waterproofing, rolled granule, clustering, panel, figure, figure, capriates area, lantern area, figure, figure, anc, gnc, anc, figure, support stool, support tiles, support tiles, shell, Mmax, plan structures str, planner, Requested by, jani jero, architect, constructors, ing. r.dinaj, Polytechnic University of Tirana Faculty of Engineering construction course iv, Truss, worked, accepted, edvin rises, either. prof.niko easy, cutting, detail sk., detail sk., detail sk., planimetry links with the downstream band., planimetry links to the upper band., planar connection of lanterns, cutting, column, copper column, train under the crane, capricious under roof, longitudinal appearance., Vertical links of P stands., cutting, cutting, cutting, writ., cutting sc., axi symmetry, Polytechnic University of Tirana Faculty of Engineering construction course iv, columns and links, worked, accepted, jheni jockey, as.prof.niko easy, she worked:, She admitted:, Truss, the polytechnic university of construction engineering faculty ivb course, h. tota, ass.prof. n.lako, dMAX, amen, dMAX, dmin, column, sip, column, down, column, sip, column, down, dMAX, NBC, bpan, dMAX, deb, deb, dmin, min, max, nba, NBC, nba, mdeb, dMAX, dmin, mma

Raw text data extracted from CAD file:

\A1;1 m \A1;h1 \A1;H \A1;h\H0.72x;m \A1;d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br \A1;h \A1;d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br \A1;htv \A1;c \A1;h1 \A1;h2 \A1;h3=1800mm \A1;h4 \A1;h5=1800mm \A1;900mm \A1;h7 \A1;h6 \A1;300 \A1;bs/2 \A1;bs/2 \A1;bs \A1;bs/2 \A1;bp \A1;bs/2 \A1;l \A1;bp \A1;12 \A1;12 \A1;Bv \A1;Bv \A1;K \A1;B-K \A1;5.7 \A1;5.1 \A1;1.2 \A1;5.1 \A1;6.9 \A1;Bv-K \A1;K \A1;B-Bv \A1;h \A1;Hv \A1;hsh \A1;htv \A1;H \A1;h1 \A1;h2 \A1;h3=1800mm \A1;h4 \A1;h5=1800mm \A1;h7 \A1;300 \A1;1 m \A1;h \A1;h \A1;900mm \A1;h6 \A1;H \A1;hs \A1;hp TË DHËNAT E PROJEKTIT TË KURSIT KËRKESA: Të projektohet ndërtesa industriale njëkatëshe me një hapësirë tërthore dhe me skelet metalik me këto të dhëna: 1. Skema e prerjes tërthore të ndërtesës industriale është si më poshtë : i= 1:8 i=1:12 1 m h1 H 0 2. Hapësira tërthore e ndërtesës industriale është L=\L21 m. \l3. Gjatësia e ndërtesës është 120 m 4. Hapi i ramave tërthore është B=12 m. 5. Hapi i kapriatave është b=6m (përcaktohet nga gjatësia e panelit ) 6. Tipi i vinçurës është vinçurë elektrike e përgjithshme me dy ganxha ngritëse; -kapaciteti ngritës i vinçurës është Q=\L300 KN ; \l-regjimi i punës së vinçurës do të jetë regjim i mesëm -numri i vinçurave në objekt është nv= 2. 7. Kuota e kokës së shinës së vin¢urës është h1= \L10.8 m. PROBLEMET PËR ZGJIDHJE TË PROJEKT KURSIT \LA. Pwrmasat e ramws \fTimes New Roman|b0|i1|c0|p18;\l1. Pwrcaktimi i pwrmasave vertikale dhe horizontale tw ramws twrthore \fTimes New Roman|b0|i0|c0|p18; h2 = Hv + 100mm + (200 - 400mm) ku h2 duhet tw jetw shumwfish i 200mm Nga tabela 1.2 tw librit tw shembujve numerik h2 jepet nw funksion tw kapacitetit ngritws sw vinçurws, ku pwr rastin tonw Q= 300 KN marrim nga tabela vlerwn \fTimes New Roman|b1|i0|c0|p18;h\H0.6x;2\H1.667x;=3200mm \fTimes New Roman|b0|i0|c0|p18; Q (KN) 150 200 300 500 Hv (mm) 2300 2400 2750 3150 -Kuota e nivelit tw rigelit : h=h1\H1.667x; + h\H0.6x;2\H1.667x; = 10.8m + 3.2m= 14m -Lartwsia e ramws wshtw: H = h + 1m= 14m + 1m= 15m -Gjejme : h\H0.6x;s\H1.667x; = h\H0.6x;2\H1.667x; + h\H0.6x;sh + \H1.667x;h\H0.6x;TV \H1.667x; ku h\H0.6x;sh\H1.667x; - lartesia e shinws h\H0.6x;TV\H1.667x; - lartesia e traut tw vinçurws hsh wshtw funksion i kapacitetit ngritws sw vinçurws prandaj e marim vlerwn e saj nga tabela 1.2 e shembujve numerik I ku pwr Q=300KN kemi \fTimes New Roman|b1|i0|c0|p18;h\H0.6x;sh\H1.667x;=120mm. \fTimes New Roman|b0|i0|c0|p18;-Nga figurat e mwposhtme: h\H0.72x;m d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br h d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br htv c Brinja e rigjidimit tw mbwshtetjes htv = 2\Fgreekc|c0;d\fMS Shell Dlg|b0|i0|c0|p0;br\fTimes New Roman|b0|i0|c0|p18; + hm + c \H0.8335x; \H1.2x;-Gjerwsia b e kokws sw shinws pwr vinçura elektrike nw varwsi nga kapaciteti i vinçurws me dy ganxha me regjim mesatar (rasti ynw) jepet nw tabelwn 1.5 tw shembujve numerikw ku pwr Q=300 KN nga tabela marrim \fTimes New Roman|b1|i0|c0|p18;b= 80 mm.\fTimes New Roman|b0|i0|c0|p18; -Nga tabela 1.3 pwr tra me L=12 m dhe regjim tw punws mesatar marrim pwr Q= 30 T tipin e shinws qw wshtw:\fTimes New Roman|b1|i0|c0|p18; V70\fTimes New Roman|b0|i0|c0|p18; -35. -Nga tabela 1.4 pwr nr.35 marrim dimensionet nw mm pwr brezin e sipwrm dhe tw poshtwm: \fTimes New Roman|b1|i0|c0|p18;400 X 16. \fTimes New Roman|b0|i0|c0|p18; -Pra : htv = 2x1.6 + 40 +1.8 = 45 cm -Caktojmw : hs = 3.2 + 0.12 + 0.45 = 3.77 m hp = H - hs = 15 m - 3.77m = 11.23 m -Lartwsia e traut nwn vinçurw wshtw: - c merret 16 - 20 mm dhe zgjidhet ajo c qw pwrmasa e htv tw dal njw numwr i plotw i shprehur nw centimetwr h1 h2 h3=1800mm h4 h5=1800mm 900mm m d m m d d m h7 h6 300 bs/2 bs/2 bs bs/2 bp Is=f(bs) L L bs/2 l bp Ip=f(bp) P P P P P 12 12 y y y =1 y 1 1 2 3 4 Bv Bv K B-K 5.7 5.1 1.2 5.1 6.9 Bv-K K B-Bv i= 1:8 i=1:12 1 m h h h Hv hsh htv H 0 1 2 h1 h2 h3=1800mm h4 h5=1800mm 900mm m d m m d d m h7 h6 300 H hs hp b hm d d figura 2 tshk figura 3 Hidroizolim 1cm Granil i ruluar 2cm Lluster cimento 2cm Paneli 6*1.5*3 (cm) figure 6 600 6000 140 figure 7 Lk/2 b=6 b=6 zona e kapriates zona e fanarit 1 m2 figure 8 C2 C2 C1 figure 9 Ak Ak Ak Ak Ak Ak Ak Ak Ak Ak A A L Anc Gnc Anc Ak B figure 11 figure 12 \A1;13500 \A1;6000 \A1;3000 \A1;3000 \A1;1800 \A1;1688 \A1;4500 \A1;6000 \A1;6000 \A1;6000 \A1;4500 d d d d d d d d d L/2 d d d d d d d d d/2 d/2 5 5 5 5 3598 2490 1512 1800 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 4260 1637 2314 3598 2490 1800 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 3598 2490 1512 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 11 5 5 5 5 5 5 5 8-230 2L(125x80x8) 2L(100*7) 8-120 10-150 7-120 5-170 5-80 2L(75*5) N4 N3 N1 N2 P d=10 x x y y 2L(125x80x8) x x y y 2L(90x8) x x 2L(125x80x8) x x 2L(75x6) 2L(75x5) x x Stoli Mbeshtetjes Pllaka Mbeshtetjes 2L(100x7) 2L(90x8) N N T3 T1 T2 Pllaka Mbeshtetjes T1 T2 T3 P N1 N3 N1 N3 N2 N2 2L(125x80x8) 2L(50x5) 2L(50x5) 4-60 4-60 4-60 8-120 8-120 8-180 T2 T1 T3 T4 2L(125x80x8) 2cm \A1;736 1cm 2L(90x8) 2L(50x5) 2L(50x5) N3 N3 N1 N1 N2/2 N2/2 2L(90x8) N1/2 N1/2 N1/2 N1/2 T2 T1 T4 T3 x 1 1 x bs=500 d\fMS Shell Dlg|b0|i0|c0|p0;\H0.9444x;m=1cm b=30cm 1.4 1.4 Mmax 16 \A1;200 \A1;40 \A1;40 \A1;120 \A1;70 \A1;50 \A1;80 \A1;550 \A1;430 \A1;2750 \A1;3000 \A1;3000 \A1;3000 \A1;14750 \A1;5750 \A1;6000 \A1;3000 \A1;2200 \A1;3000 \A1;90 \A1;110 \A1;688 \A1;750 \A1;750 \A1;750 \A1;688 \A1;750 \A1;750 \A1;750 \A1;750 \A1;748 \A1;430 \A1;2750 \A1;3000 \A1;3000 \A1;5750 \A1;6000 \A1;2200 \A1;3000 \A1;3000 \A1;3000 \A1;331 \A1;292 \A1;331 \A1;292 \A1;331 \A1;292 \A1;169 \A1;175 \A1;1242 \A1;1264 \A1;1500 \A1;2096 \A1;1434 \A1;1638 \A1;1353 \A1;1585 \A1;1485 \A1;1580 \A1;1351 \A1;787 \A1;2750 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;2750 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;651 \A1;213 \A1;3655 \A1;575 \A1;612 \A1;640 \A1;474 \A1;546 \A1;738 \A1;572 \A1;792 \A1;595 \A1;339 \A1;457 \A1;430 \A1;382 \A1;493 \A1;335 \A1;520 \A1;792 \A1;457 \A1;582 \A1;550 \A1;391 \A1;510 \A1;591 \A1;421 \A1;1105 \A1;951 \A1;1075 \A1;861 \A1;746 \A1;1472 \A1;676 \A1;666 \A1;628 \A1;879 \A1;666 \A1;480 \A1;775 \A1;725 \A1;509 \A1;757 \A1;1306 \A1;709 \A1;723 \A1;717 \A1;651 \A1;772 \A1;655 \A1;1189 \A1;842 \A1;1077 \A1;653 \A1;1949 \A1;1917 \A1;3853 \A1;2000 \A1;3088 \A1;912 \A1;967 \A1;5693 \A1;6002 \A1;2997 \A1;2541 \A1;3094 \A1;2967 \A1;6161 \A1;91 \A1;106 \A1;92 \A1;107 \A1;91 \A1;106 \A1;91 \A1;106 \A1;3000 \A1;40.0 \A1;40.0 \A1;80.0 80.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 =L/2 5 5 5 5 5 5 5 PLANI I STRUKTURAVE SHK 1 : 100 PROJEKTUES POROSITES JANI JERO Arkitekt Konstruktore Ing. R.Dinaj K.0809 2004 1:10 5 5 5 5 5 5 5 5 5 B A 2.2 4.3 5.75 6.0 2*3.0=6 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.445 2.89 1.445 1.805 3.61 1.806 2.15 2.15 2.15 2.42 2.42 2.42 2.025 2.025 2.025 2.15 2.2 2.28 2.76 2.2 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 2.42 2.15 2.15 2.15 4.3 1.806 1.806 1.806 1.445 2.28 2.42 2.28 2.15 2.025 2.025 2.025 2.2 3.61 2.89 5.75 6.0 L=27000 5 UNIVERSITETI POLITEKNIK I TIRANES FAKULTETI INXHINIERI NDERTIMI KURSI IV B KAPRIATA NR.1 PUNOI PRANOI EDVIN NGJELO AS. PROF.NIKO LAKO 5 5 5 5 5 =L/2 5 5 5 5 5 13500 2L 90 x 7 2L 90 x 7 2L 90 x 7\Ftxt.shx|c0; 2L 90 x 6 2L 125 x 80 X 7 2L 125 x 80 X 7 2L 125 x 80 X 7 2L 125 x 80 X 7 2L 125 x 80 X 7 2L 63 x 5 2L 75 x 6 2L 45 x 4 2L 45 x 4 2L 70 x 6 2L 45 x 4 2L 45 x 4 2L 45 x 4 2L 45 x 4 2L 50 x 4 2L 50 x 4 2L 50 x 4 2L 50 x 4 2L 45 x 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;990 \A1;1562 \A1;989 \A1;490 \A1;810 \A1;494 \A1;1492 \A1;717 \A1;860 1:10 5 5 5 5 5 5 5 5 5 5 B A 2.2 4.3 5.75 6.0 2*3.0=6 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.445 2.89 1.445 1.805 3.61 1.806 2.15 2.15 2.15 2.42 2.42 2.42 2.025 2.025 2.025 2.15 2.2 2.28 2.76 2.2 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 2.42 2.15 2.15 2.15 4.3 1.806 1.806 1.806 1.445 2.28 2.42 2.28 2.15 2.025 2.025 2.025 2.2 3.61 2.89 5.75 6.0 L=27000 L=27000 5.75 2.89 3.61 2.2 2.025 2.025 2.025 2.15 2.28 2.42 2.28 1.445 1.806 1.806 1.806 4.3 2.15 2.15 2.15 2.42 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 2.2 2.28 2.2 2.15 2.025 2.025 2.025 2.42 2.42 2.42 2.15 2.15 2.15 1.806 3.61 1.805 1.445 2.89 1.445 1.507 1.507 1.507 1.507 1.507 1.507 1.507 1.507 2*3.0=6 2*3.0=6 4.5 4.3 2.2 A B 1:10 1500 3000 3000 3000 3000 1500 3000 3000 3000 3000 2*3.0=6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;859 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.507 175 200 175 200 50 62,5 137,5 137,5 62,5 50 275 10 70 K1 \H0.8125x;SHK. 1:100 I I II II H1 H2 H3 A A A a PRERJA a - a HOLLESIA 1 SHK. 1:15 5 5 5 5 5 5 5 5 5 5 5 5 A a A HOLLESIA 3 SHK. 1:20 A HOLLESIA 2 SHK. 1:15 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 1 4 4 2 2 2 3 4 5 6 7 8 9 10 11 PLANIMETRIA E LIDHJEVE ME BREZIN E POSHTEM SHK. 1:000 PLANIMETRIA E LIDHJEVE ME BREZIN E SIPERM SHK. 1:000 PLANIMETRIA E LIDHJEVE TE FANARIT PRERJA 2-2 PRERJA 3-3 KOLLONE SKELETI\Ftxt.shx|c0; KOLLONE RAME TRAU NEN VINÇURE KAPRIATA NEN ÇATI PAMJA GJATESORE SHK. 1:000 LIDHJET VERTIKALE TE KOLLONAVE SHK. 1:000 PRERJA 4-4 3 3 A B PRERJA I-I \fArial|b1|i0|c0|p34;SHK. 1:15 A A PRERJA II-II \fArial|b1|i0|c0|p34;SHK. 1:15 PRERJA 1-1 PRERJA 2-2 SHK. 1:15 PRERJA 1 - 1 SHK. 1:50 AKSI I SIMETRISE +275 UNIVERSITETI POLITEKNIK I TIRANES FAKULTETI INXHINIERI NDERTIMI KURSI IV B KOLONA DHE LIDHJET NR.1 PUNOI PRANOI XHENI JAHJA AS.PROF.NIKO LAKO 1325 1325 1325 1325 1325 1325 1325 1325 1325 1325 660 4170 2200 21600 15230 1325 21600 2200 4170 1325 1325 1325 1325 1325 1325 1325 1325 1325 660 2650 3975 3975 2650 2200 4170 660 1000 700 900 500 500 1000 650 200 12 611.6 19.2 19.2 NR 65 660 500 20 23 614 23 660 500 20 23 614 23 1000 5 125 60 60 125 100 50 370 \A1;950 \A1;458 \A1;\L476 \A1;458 \A1;458 \A1;\L476 \A1;362 \A1;397 \A1;362 \A1;397 \A1;561 \A1;861 \A1;651 \A1;478 \A1;1034 \A1;945 \A1;566 \A1;547 \A1;965 \A1;944 \A1;568 \A1;584 \A1;927 \A1;880 \A1;632 \A1;1512 \A1;333 \A1;60 \A1;183.5 \A1;60 \A1;574.5 \A1;60 \A1;183.5 \A1;60 \A1;550.5 \A1;183.5 \A1;417.5 \A1;195 \A1;315 \A1;136.5 \A1;105 \A1;176 \A1;103 \A1;150 \A1;172 \A1;103 \A1;152.5 \A1;229.5 \A1;208.5 \A1;871 \A1;1095 \A1;871 \A1;1050 \A1;170 \A1;771 \A1;1116 \A1;853 \A1;1067 \A1;170 \A1;1070 \A1;890 \A1;52.5 \A1;223 \A1;112 \A1;1141 \A1;828 \A1;1326 \A1;95 \A1;828 \A1;567 \A1;812 \A1;131 \A1;422 \A1;582 \A1;132 \A1;49.5 \A1;751 \A1;826 \A1;130 \A1;757 \A1;798 \A1;1009 \A1;176 \A1;138 \A1;853 \A1;937 \A1;52.5 \A1;442 \A1;562 \A1;131 \A1;710 \A1;969 \A1;672 \A1;919 \A1;699 \A1;107 \A1;721 \A1;132.5 \A1;107.5 \A1;581 \A1;542 \A1;1952 \A1;819 \A1;718 \A1;802 \A1;228.5 \A1;50 \A1;90 \A1;10 \A1;36 \A1;14 \A1;45 \A1;18 \A1;45 \A1;18 \A1;45 \A1;18 \A1;30 \A1;79.5 \A1;14.5 \A1;45.5 \A1;21.5 \A1;28.5 \A1;22 \A1;58 \A1;1995 \A1;1712 \A1;2293 \A1;2039 \A1;1818 \A1;2143 \A1;11928 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;12093 \A1;897 \A1;700 \A1;285.5 \A1;765 \A1;30 \A1;1935 \A1;1712 \A1;2293 \A1;2039 \A1;1818 \A1;2143 \A1;400 \A1;30 \A1;112.5 458 950 458 \L476 458 \L476 397 362 362 397 A A B B SH 1:25 Punoi: Pranoi: KAPRIATA Nr = 1 Universiteti Politeknik Fakulteti i Inxhinierise se ndertimit kursi IVB H. Tota Ass.Prof. N.Lako 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 333 60 183.5 60 574.5 60 183.5 60 550.5 183.5 417.5 195 315 136.5 105 176 103 150 172 103 152.5 229.5 208.5 5 5 5 5 170 5 5 5 5 170 5 5 52.5 223 112 5 5 5 95 5 5 5 131 5 5 132 49.5 5 5 130 5 5 5 5 138 5 5 52.5 5 5 131 5 5 5 5 5 107 5 132.5 107.5 5 5 5 5 5 5 228.5 50 5 5 36 14 45 18 45 18 45 18 30 79.5 14.5 45.5 21.5 28.5 22 58 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 285.5 5 30 5 5 5 5 5 5 400 2L(100*10) L=12033 2L(100*10) L=12033 2L(50*5) L=3493 2L(50*5) L=2254.5 2L(63*6) L=4022.5 2L(50*5) L=1614 2L(63*6) L=3399.2 2L(50*5) L=1240 2L(50*5) L= 2L(63*6) L=2477 2L(50*5) L=2014.5 2L(50*5) L=1241 2L(63*6) L=3663.5 2L(110*8) L=3494 2L(50*5) L=860.5 2L(50*5) L=1440 2L(63*5) L=2077.5 2L(50*5) L= 2L(50*5) L= 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 1 417.5*285.5*10 17 7-110 5-80 5-80 7-110 8-120 12-180 30 3700 1977 2239 2530 1756 1977 2239 1850 1475 1475 1100 2950 1977 2239 1512 2239 2239 1977 1977 5345.3 -43126.8 3011.2 0 3166 0 -3599.7 0 0 -3967 -3967 -8969.5 24187.6 -6805.5 -2725.8 -39562.3 21529.3 -3599.7 -6805.5 -3668.5 -51476.3 -49433.5 -51607.7 -2725.8 -51476.3 -49433.5 -51607.7 1512 1512 1512 1512 1512 1512 1512 112.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 21 20 19 18 17 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 h1m 1000 h2d h3m h4d h5m h6d h7m bp l bs/2 bs/2 Tf T Dmax P A A G1 G2 G3 G1 G2 G3 GT GT Lv=L-2l amin K BV-K B-K K B-BV 1 Y1 Y2 Y3 Dmax Dmin g kollones sip g kollones posht g kollones sip g kollones posht (daN/m) (daN/m) (daN/m) (daN/m) A G1 G2 G3 GT Ad Dmax A G1 A 20cm=bpane NBC G2 GT bpan bp/2 bp/2 L A A A G1 G2 G3 G1 G2 G3 GT GT M C 0 M B 0 M C 0 M B 0 Ad Dmax(min) bp/2 bp/2 L A Ad Dmax M B deb M B deb Dmin Ad M min M max A G1 G2 G3 GT M C 0 M B 0 M G3 0 X X X A G1 G2 G3 GT M C 0 M B 0 M G3 0 X 4.78 3.72 6.1 hP hS 4400 M 4439 2961 2899 Q 8.2 N 8.2 NC NC NBA NBC NBC NBA NA Ad Ad Mdeb Mdeb X X M 516 1559 1575 Q 92 N 8300 92 Dmax Dmin MMAX MMIN X X M 24108 Q 2479 2479 N 36108 116820 2479 32604 108108 13592 42126 11874 4426 X=1153 3830 22760 18794 M1 T f 1153 2451 T f 1153 Q1 N1 M2 T f 1153 2451 1153 Q2 N2 3830 22760 18794 1153 1153 M3 T f Q3 N3 3830 22760 18794 1153 1153 M4 T f Q4 N4 3830 22760 18794 1153 1153 2451 P b P' c P' b P a P p X X P c Q N 352 352 C BC BA A A G1 G2 G3 G1 G2 G3 GT GT M C 0 M B 0 M G3 0 M C 0 M B 0 M G3 0 N A 2899 4400 8.2 Q 8.2 8.2 62Ton 55.5 49.6 62Ton 2000 2000 1559 1575 516 92 92 8300 MMIN Dmin Dmax MMAX 5523 X=1153 1153 1153 1153 X=1153 5523 X=1153 X=1153 X=1153 1153 1153 5523 2451 X=1153 X=1153 1153 1153 h'2=3320 h'=1460 4002 8079 8026 4379 5730 4142 M 14586 26674 119974 108564 30864 14727 \A1;13500 \A1;6000 \A1;3000 \A1;3000 \A1;1800 \A1;1688 \A1;6000 \A1;6000 \A1;6000 \A1;4500 d d d d d d d d d L/2 d d d d d d d d d/2 d/2 5 5 5 5 3598 2490 1512 1800 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 4260 1637 2314 loy loy 3598 2490 1800 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 3598 2490 1512 2030 1181 2362 4061 1799 4061 1556 3112 1556 1181 2300 2030 4600 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 11 5 5 \A1;4500 5 5 5 5 P=3822 daN N3-4=-41351 daN N2-3=-3180 daN N11-3=-15985 daN N3-10=-30749 daN e" e' N" N' 2L(110*70*7) 8-190 2L(100*7) 8-150 6-90 6-90 4-70 5-120 2L(50*5) 6000 6000 4314 2381 3400 1700 1507 1100 2200 3904 1507 1507 1507 1507 1507 1507 1507 4314 1115 1400 2157 2800 1952 1100 6000 6000 4314 2381 3400 1700 1507 1100 2200 3904 1507 1507 1507 1507 1507 1507 1507 4314 1115 1400 2157 2800 1952 1100 3904 3904 \A1;b=5.5m \A1;b=5.5m B=11m 1 2 3 4 6 8 7 5 20 320 2333 2333 2333 2333 2333 2333 14000 2460 2460 2460 2460 2460 2460 19 51 21,5 100 112 145 185 78 92 109 145 132 105 103 111 144 104 105 42 214 123 124 100 70 78 78 78 135 102 70 110 77 136 22,7 57,3 53,5 21,5 53,5 35,3 89,7 35,3 89,7 35,3 89,7 35,3 89,7 35,3 89,7 35,3 89,7 25,5 64,5 25,5 64,5 25,5 64,5 25,5 64,5 25,5 64,5 25,5 64,5 25,5 64,5 45,6 17,4 35,8 14,2 14,2 35,8 35,8 14,2 14,2 35,8 35,8 14,2 18,8 51,2 18,8 51,2 14,2 35,8 14,2 35,8 12 125 125 262 12 125 125 262 12 125 125 262 12 125 125 262 12 125 125 262 12 125 125 262 12 90 90 192 12 90 90 192 12 90 90 192 12 90 90 192 12 90 90 192 12 90 90 192 12 90 90 192 14760 3610 3940 3100 2760 2620 3500 1680 35,3 89,7 18,8 51,2 35,3 89,7 18,8 51,2 125 125 12 125 35,3 89,7 12 12 125 12 125 PRERJA 1-1 SH. 1:10 SH. 1:5 NYJA E KULMIT KAPRIATA SH. 1:50 PUNOI PRANOI DEGA SEK. I KONSTRUKSIO. B/A DHE METAL. BREZI I POSHTEM SH. 1:50 BREZI I SIPERM SH. 1:50 SKEMA E KAPRIATES SH. 1:100 DIMENSIONIMI I ELEMENTEVE GJATESITE E ELEMENTEVE 2460 2460 2460 2460 2460 2460 2333 2333 2333 2333 2333 2333 2334 2334 2334 2334 3610 13,71 142,86 142,86 299,43 13,71 142,86 142,86 299,43 13,71 142,86 142,86 299,43 13,71 142,86 142,86 299,43 13,71 102,86 102,86 219,43 13,71 102,86 102,86 219,43 40,34 102,51 21,49 58,51 40,34 102,51 21,49 58,51 142,86 142,86 13,72 142,85 40,34 102,51 13,71 13,71 142,86 4125,7 4502,8 4000 3542,8 3154,3 1920 13,71 102,86 102,86 219,43 13,71 102,86 102,86 219,43 13,71 102,86 102,86 219,43 13,71 102,86 102,86 219,43 13,71 102,86 102,86 219,43 16868,5 16,23 40,91 40,91 16,23 21,49 58,51 21,49 58,51 16,23 40,91 16,23 40,91 13,71 142,86 142,86 299,43 13,71 142,86 142,86 299,43 29,14 73,71 29,14 73,71 29,14 73,71 29,14 73,71 29,14 73,71 29,14 73,71 52,11 19,89 40,91 16,23 16,23 40,91 40,91 16,23 25,94 65,49 61,14 24,57 61,14 40,34 102,51 40,34 102,51 40,34 102,51 40,34 102,51 40,34 102,51 40,34 102,51 29,14 73,71 165 211 89 105 125 166 151 120 117 127 165 119 120 47 245 141 142 115 80 89 89 89 154 116 80 126 87 156 23 366 2666,3 2666,3 2666,3 2666,3 2666,3 2666,3 16000 2811,5 2811,5 2811,5 2811,5 2811,5 2811,5 21,71 58,29 24,57 114 128 13,71 142,86 2811,5 2811,5 2811,5 2811,5 2811,5 2811,5 2666,3 2666,3 2666,3 2666,3 2666,3 2666,3 2667,4 2667,4 2667,4 2667,4 4125,7 2994,3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 80 x 8 1468 5 5 2L 75 x 8 2428 2L 75 x 8 2058 2L 63 x 5 2815 2L 70 x 5 2631 2L 50 x 5 3253 2L 50 x 5 3207 2L 50 x 5 3723 2L 50 x 5 3767 2L 50 x 5 2408 2L 50 x 5 1769 2L 70 x 4.5 6863 2L 50 x 5 2551 2L 50 x 5 5298 2L 90 x 9 9411 2L 125 x12 14803 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 90 x 9 9322 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 125 x12 14803 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 90 x 9 9322 5 52 51 49 48 47 46 44 45 42 41 40 39 38 34 35 33 32 31 30 29 28 27 6 5 4 3 2 1 26 13 14 15 16 17 18 19 20 21 22 50 43 7 8 9 10 11 12 23 24 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 25 36 37 53 y y 2L 125 x 12 s 2L 125 x 12 2L 50 x 5 2L 70 x 4.5 5 5 5 5 5 5 5 5 2L 70 x 4.5 2L 125 x 12 2L 50 x 5 5 5 5 5 5 5 5 5 5 5 5 2L 125 x 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 50 x 5 2L 125 x 12 2L 50 x 5 2L 50 x 5 2L 70 x 4.5 2L 80 x 8 2L 75 x 8 2L 75 x 8 2L 63 x 5 2L 70 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 90 x 9 2L 125 X12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 80 x 8 1468 5 5 2L 75 x 8 2428 2L 75 x 8 2058 2L 63 x 5 2815 2L 70 x 5 2631 2L 50 x 5 3253 2L 50 x 5 3207 2L 50 x 5 3723 2L 50 x 5 3767 2L 50 x 5 2408 2L 50 x 5 1769 2L 70 x 4.5 6863 2L 50 x 5 2551 2L 50 x 5 5298 2L 90 x 9 9411 2L 125 x12 14803 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 90 x 9 9322 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 125 x12 14803 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 90 x 9 9322 5 52 51 49 48 47 46 44 45 42 41 40 39 38 34 35 33 32 31 30 29 28 27 6 5 4 3 2 1 26 13 14 15 16 17 18 19 20 21 22 50 43 7 8 9 10 11 12 23 24 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 25 36 37 53 y y 2L 125 x 12 s 2L 125 x 12 2L 50 x 5 2L 70 x 4.5 5 5 5 5 5 5 5 5 2L 70 x 4.5 2L 125 x 12 2L 50 x 5 5 5 5 5 5 5 5 5 5 5 5 2L 125 x 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 50 x 5 2L 125 x 12 2L 50 x 5 2L 50 x 5 2L 70 x 4.5 2L 80 x 8 2L 75 x 8 2L 75 x 8 2L 63 x 5 2L 70 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 90 x 9 2L 125 X12 KAPRIANTA SH. 1:100 BREZI I SIPERM SH. 1:50 BREZI I POSHTEM SH. 1:50 SEK. I KONSTRUKSIO. METAL DHE DRURI PRANOI PUNOI SH. 1:50 KAPRIATA NYJA E KULMIT SH. 1:5 SH. 1:10 PRERJA 1-1 1 1 1 1 9 \A1;b 24.5 \A1;b 24.5 Gposh 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 26 25 24 22 21 20 19 18 17 31 60 32 34 36 38 40 42 44 47 49 51 53 55 57 59 33 35 37 39 41 43 45 46 48 50 52 54 56 58 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 17 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 32 31 30 29 28 27 26 25 24 23 22 17 18 19 20 21 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 31 30 29 28 27 26 25 24 23 22 21 20 19 18 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 21 20 19 18 17 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Gposh/2 Gposh Gposh Gposh Gposh Gposh Gposh Ptav/2 Ptav Ptav Ptav Ptav Ptav Ptav Gsip/2 Gsip Gsip Gsip Gsip Gsip Gsip Gsip Gsip Pdeb/2 Pdeb Pdeb Pdeb Pdeb Pdeb Pdeb Pdeb Pdeb \A1;b \A1;b \A1;b \A1;b \A1;b \A1;b \A1;B \A1;b \A1;b \A1;b \A1;b \A1;b \A1;b \A1;B \A1;B \A1;B H hs=l2=5.19(m) hp=l1=10.21(m) 20 20 460 10 500 750 12 960 20 20 figure 11 figure 12 +0.8 +0.7 +0.8 -1.3 -0.7 -0.6 -0.7 -0.6 drejtimi i eres L P1 P'2 P1 P'1 P2 10 \A1;20 \A1;40 P3 1m Hmbul h P'0 S1 S2 P"0 P"0 P'0 h1 h2 b b b b B B w 4 w 1 w 3 w 3 w 2 w 2 1m h Hmbul P'0 S1 S2 P"0 P"0 P'0 Pc Pb P'c P'b c b A c' b' A' h1m 1000 h2d h3m h4d h5m h6d h7m A A G1 G2 G3 G1 G2 G3 h1m 1000 h2d h3m h4d h5m h6d h7m bp l bs/2 bs/2 Tf T Dmax P A A G1 G2 G3 G1 G2 G3 GT GT Lv=L-2l amin K BV-K B-K K B-BV P1(P2) P1(P2) P1(P2) P1(P2) 1 Y1 Y2 Y3 Y4 Dmax Dmin g kollones sip g kollones posht g kollones sip g kollones posht (daN/m) (daN/m) (daN/m) (daN/m) A G1 G2 G3 GT Ad Dmax h1m 1000 h2d h3m h4d h5m h6d h7m bp l bs/2 bs/2 Tf T Dmax P A A G1 G2 G3 G1 G2 G3 GT GT Lv=L-2l amin K BV-K B-K K B-BV P1(P2) P1(P2) P1(P2) P1(P2) 1 Y1 Y2 Y3 Y4 Dmax Dmin g kollones sip g kollones posht g kollones sip g kollones posht (daN/m) (daN/m) (daN/m) (daN/m) A G1 G2 G3 GT Ad Dmax A DA DB BA BC C 6.1 3.72 4.78 hP hS G1 A 20cm=bpane NBC G2 GT bpan bp/2 bp/2 L A A A G1 G2 G3 G1 G2 G3 GT GT M C 0 M B 0 M G3 0 M C 0 M B 0 M G3 0 Ad Dmax(min) bp/2 bp/2 L A Ad Dmax M B deb M B deb Dmin Ad M min M max A G1 G2 G3 GT M C 0 M B 0 M G3 0 X X X A G1 G2 G3 GT M C 0 M B 0 M G3 0 X 3.97 4.43 6 hP hS 1294 M 4245 9609 4545.8 3932.2 Ad Ad Mdeb Mdeb X X M 1321 2459 1072.8 4.78 hP hS 9.82 Dmax Dmin MMAX MMIN X X M 18100.2 5794.8 26052.6 7574.4 2157.6 X=472 1283.8 16411 6796.8 M1 T f X=472 1515 T f 472 Q1 472 N1 X=472 M2 T f N2 472 X=472 Q3 N3 472 472 472 1515 472 X=472 Q4 N4 472 472 1515 472 P b P' c P' b P a P p X X P c Q 1413 1413 N 1413 NC NC NBA NDB NDA NA NBC NBC NBA NDB NDA NA Q 337 337 N 15120 337 Q 1933 1933 N 19460 67260 1933 X=472 1515 T f 472 Q2 X=472 M3 T f X=472 M4 T f M1 Q1 3299 4167 5776.5 8221.5 4876.1 3669 6710 3018 N1 551.15 74120.5 88387 13866.5 12437.3 M2 Q2 N2 551.15 Mf1 Mf2 Qf1 Qf2 M Q 6789.4 29468.2 1820.8 1962.4 1732 2164.0 464.5 361.0 M 7029.3 29533.5 Q 1793.2 2194 1294 15120 4245 3932.2 1072.8 1321 6796.8 6796.8 6796.8 1755.84 13866.5 88387 74120.5 12437.3 3018 3299 8221.5 5776.5 4167 3669 4876.1 534.3 1873.8 1283.8 1283.8 1283.8 534.3 534.3 534.3 1755.84 16411 16411 16411 1873.8 1873.8 1873.8 I p S S P P I s hs hp Prerja S-S x x bs Prerja P-P bp x x I s =I xx I p =I px I p S S P P I s hs hp m2 2I p 2I s m1 E21 E11 E12 E22 hs hp m2 2I p 2I s m1 A A G1 G2 G3 G1 G2 G3 Dmax GT GT Dmin Ad Ad hp/2 (hs+hp)/2 hs/2 hs hp m2 2I p 2I s m1 E21 E11 2 E21 E21 E21 E21 2 2 2 MB1 MA1 MB1 MA1 QC1 QA1 Mf=1 Qf=1 QC1 QA1 hs hp m2 2I p 2I s m1 E12 2 E12 E21 E12 E22 2 2 2 MA2 QC2 QA2 Mf=2 Qf=2 E22 MB2 MA2 MB2 QC2 QA2 M B llog M llog M A llog M A llog M B llog Q C llog Q A llog Q A llog Q llog h1m 1000 h2d h3m h4d h5m h6d h7m A A G1 G2 G3 G1 G2 G3 bp l bs/2 bs/2 Tf T Dmax P A A G1 G2 G3 G1 G2 G3 GT GT Lv=L-2l amin K BV-K B-K K B-BV P1(P2) P1(P2) P1(P2) P1(P2) 1 Y1 Y2 Y3 Y4 Dmax Dmin 700 8214 5386 185 1000 250 250 250 1000 236 14 400 14 472 14 250 1000 240 37 30 30 37 42,5 42,5 85 174 40 360,20 2400 1800 1800 1800 4800 1000 12000 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM Pranoi Ing.G. F. KAPRIATA Konsultoi Punoi Emertimi i fletes KURSI IV C TIRANE 2004 Fleta Nr.1 Ing.G. Bv Lv 30 37 30 37 42,5 42,5 85 174 40 22.5 50 50 22.5 7.5 25 25 7.5 22.5 25 25 50 22.5 25 25 7.5 7.5 145 65 \A1;10.0000 150 10 20 \A1;6000.1283 \A1;6000.1283 \A1;3683.0689 \A1;3871.6562 \A1;580.0000 \A1;559.2640 \A1;2699.9994 \A1;4207.4333 \A1;3199.9996 \A1;358.6359 \A1;588.2605 \A1;1629.6735 \A1;475.7335 \A1;396.7474 \A1;640.3566 \A1;3092.2135 \A1;1317.7179 \A1;1457.6011 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.0611 \A1;11806.3730 \A1;761.0303 \A1;463.0796 \A1;552.3883 \A1;952.6117 \A1;1019.1502 \A1;1105.2896 \A1;885.9589 \A1;992.4287 \A1;512.7706 \A1;651.4708 \A1;853.7286 \A1;934.9652 \A1;570.2342 \A1;629.7551 \A1;875.4442 \A1;588.8418 \A1;179.8405 \A1;949.8503 \A1;179.8405 \A1;640.3566 \A1;179.8405 \A1;179.8405 \A1;475.7335 \A1;706.1598 \A1;706.1308 \A1;496.6121 \A1;1211.2032 \A1;619.2635 \A1;570.1151 \A1;842.0044 \A1;656.3369 \A1;620.0000 \A1;490.5441 \A1;630.0000 \A1;560.0000 \A1;550.5442 \A1;392.2262 \A1;600.0000 \A1;510.0000 \A1;600.0050 \A1;600.0051 \A1;655.2360 \A1;1936.2247 \A1;749.9809 \A1;500.0000 \A1;465.1402 \A1;800.8649 \A1;1350.0372 \A1;370.1501 \A1;400.0000 \A1;370.1759 \A1;628.4183 \A1;640.0000 \A1;634.4502 \A1;620.0000 \A1;640.0000 \A1;651.4123 \A1;4207.4336 \A1;689.9998 \A1;642.0920 \A1;660.0000 \A1;630.0000 \A1;642.0438 \A1;442.3514 \A1;499.4020 \A1;461.7244 \A1;1599.9312 \A1;2285.9626 \A1;709.9961 \A1;690.0000 \A1;683.6596 \A1;815.2997 \A1;690.0000 \A1;700.0000 \A1;792.3227 \A1;404.4147 \A1;292.9677 \A1;454.0425 \A1;290.9607 \A1;281.3247 \A1;263.5780 \A1;207.7113 \A1;222.1279 \A1;208.6872 \A1;206.6113 \A1;207.9877 \A1;294.9607 \A1;210.6113 \A1;207.9877 \A1;397.4510 \A1;365.3902 \A1;767.6439 \A1;1999.9993 \A1;2000.0000 \A1;2002.1300 \A1;11749.9996 \A1;404.4147 \A1;157.9768 \A1;94.6996 \A1;107.7862 \A1;239.3013 \A1;6002.1293 \A1;160.0000 2100 1250 1250 1250 1250 1250 1250 120 100 980,2 250 250 400 14 236 236 14 250 1000 250 250 500 8 80 140 140 700 8214 5386 5 1000 250 Hollesia H - 1 Hollesia H - 2 Hollesia H - 3 250 250 1000 236 14 C A A Pllaka C 400 Hollesia H - 2 Shkalla 1:15 Prerja A - A 14 472 14 250 1000 240 37 30 30 5 5 5 5 5 5 Hollesia H - 3 Shkalla 1:15 <>0 <>0 <>0 <>0 <>0 <>0 <>0 <>0 Sperkatje me granil 1.5cm Hidroizolim 1.5cm Lluster cimento 2.0cm Paneli B/A 30.0cm LIDHJET NE BREZIN E POSHTEM SH.1:500 LIDHJET NE BREZIN E SIPERM SH.1:500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 15 16 17 18 19 20 21 PAMJA GAJTESORE SH.1:500 LIDHJET VERTIKALE TE KOLLONES SH.1:500 Hollesia H - 1 Shkalla 1:15 4500 1512 1512 1512 1512 1512 1512 1512 6000 1740 1181 2362 1181 1556 3112 2490 1799 1799 1799 2031 2031 2031 2031 2031 2031 -48507 -48507 -42212 -42212 -42212 -42212 0 +20043 +48601 -431 +4351 -5352 +3970 -6869 -9994 -583 -3613 +2580 -7675 -3637 +25370 +28141 -3127 -1818.7 -30595 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 1512 1512 1512 1 2L 50*5 L=1740 L=1512 2L 120*80*6 2 L=3598 2L 63*5 4 L=2490 2L 100*63*10 3 2L 100*63*10 L=10500 5 L=1181 2L 50*5 6 L=2031 2L 50*5 6 L=2362 7 2L 50*5 L=2362 8 2L 50*5 L=4062 2L 56*5 9 L=1181 2L 50*5 10 L=1556 11 2L 50*5 2L 50*5 L=4062 12 L=3112 2L 50*5 14 113 2L 50*5 L=2031 12 - 180 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 Shkalla 1:50 Shkalla 1:150 Bv Lv P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;1\Ftxt.shx|c0;\H1.093x; P\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P\H0.5001x;c\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;c\Ftxt.shx|c0;\H1.093x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; C\Ftxt.shx|c0;\H0.656x; A'\Ftxt.shx|c0;\H0.8199x; B'\Ftxt.shx|c0;\H0.656x; C'\Ftxt.shx|c0;\H0.8199x; P\H0.5001x;a\Ftxt.shx|c0;\H1.093x; P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P"\H0.5001x;0\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;0\Ftxt.shx|c0;\H1.093x; A\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; C\Ftxt.shx|c0;\H0.656x; Hp Hs Gt\Ftxt.shx|c0;\H0.656x; G2\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G3\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; N\H0.7001x;c\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BC\Ftxt.shx|c0;\H1.171x; N\H0.7001x;GA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;A\Ftxt.shx|c0;\H1.171x; G3\Ftxt.shx|c0;\H0.8199x; R\H0.7001x;d\Ftxt.shx|c0;\H1.171x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; g\H0.7001x;p,kol\Ftxt.shx|c0;\H1.171x; Hp Hs A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; G1\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; g\H0.7001x;s,kol\Ftxt.shx|c0;\H1.171x; m2\Ftxt.shx|c0;\H0.8199x; m1\Ftxt.shx|c0;\H0.8199x; Hs Hp I\H0.7001x;p\Ftxt.shx|c0;\H1.171x; I\H0.7001x;s\Ftxt.shx|c0;\H2.342x; 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 12 - 180 5 5 5 5 5 5 30 30 37 d N M 22.5 50 50 22.5 7.5 25 25 7.5 22.5 25 25 50 22.5 25 25 7.5 7.5 145 65 3954 4478 2239 2530 1756 3954 1977 4478 1850 1475 1475 1100 2950 3700 1 2 4 5 6 7 8 9 3 10 11 12 14 15 16 13 3954 4478 2239 2530 1756 3954 1977 4478 1850 1475 1475 1100 2950 1 2 4 5 6 7 8 3 10 11 14 15 16 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 140 x 90 x 8 2L 50 x 5 2L 50 x 5 2L 75 x 50 x 8 2L 75 x 6 2L 160 x100 x 9 2L 50 x 5 2L 140 x 90 x 8 2L 90 x 6 2L 50 x 5 2L 160 x 11 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 5 2L x100 x 10 5 5 5 5 5 3700 1977 2239 2530 1756 1977 2239 1850 1475 1475 1100 2950 1977 2239 1512 2239 2239 1977 1977 5345.3 -43126.8 3011.2 0 3166 0 -3599.7 0 0 -3967 -3967 -8969.5 24187.6 -6805.5 -2725.8 -39562.3 21529.3 -3599.7 -6805.5 -3668.5 -51476.3 -49433.5 -51607.7 -2725.8 -51476.3 -49433.5 -51607.7 1512 1512 1512 1512 1512 1512 1512 5 5 5 l= 5 5 5 5 5 5 5 5 5 5 5 5 LIDHJET NE BREZIN E POSHTEM SH.1:500 LIDHJET NE BREZIN E SIPERM SH.1:500 5 20.280 1250 1250 1250 1250 20.280 1250 1250 20.280 5 5 5 5 250 400 14 236 236 14 5 1000 250 250 500 8 5 5 5 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM Pranoi Konsultoi Punoi Emertimi i fletes KURSI IV C Fleta Nr.2 KOLONA, BAZA E KOLONES DHE LIDHJET E REPARTIT INDUSTRIAL Ing.G. Ing.G. TIRANE 2004 F. b\H0.7143x;s\H1.2x;/2 b\H0.7143x;s b\H0.7143x;s\H1.2x;/2 1-1 2-2 b\H0.7143x;s\H1.2x;/2 l B B B b b b b b b kapriatave plani i figure 4 L\H0.7143x;v Lk L\H0.7143x;v L\H0.7143x;k L\H0.7143x;v L\H0.7143x;k L\H0.7143x;v l figure 5 h H Aksi i Simetrise Q Lk/2 L/2 A 1 1 2 2 0.00 prerja terthore e godines industriale h7m h6d h5m h4d h3m h2d h1m hmes hf bs bp \A1;1 m \A1;h \A1;h \A1;h \A1;Hv \A1;hsh \A1;htv \A1;H \A1;b \A1;h\H0.72x;m \A1;d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br \A1;h \A1;d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br \A1;htv \A1;c \A1;h1 \A1;h2 \A1;h3=1800mm \A1;h4 \A1;h5=1800mm \A1;900mm \A1;h7 \A1;h6 \A1;300 \A1;H \A1;hs \A1;hp \A1;b1 \A1;a \A1;b2 \A1;L \A1;1.8m \A1;H \A1;h1 \A1;h2 \A1;h3=1800mm \A1;h4 \A1;h7 \A1;h6 \A1;h5=1800mm \A1;H P'\H0.5001x;1\Ftxt.shx|c0;\H1.093x; P\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;2\Ftxt.shx|c0;\H1.093x; \A1;H \A1;h'1 \A1;h'2 \A1;h1 \A1;h2 \A1;h3 \A1;h5 \A1;h6 \A1;h4 \A1;hp \A1;hs \A1;hp \A1;hs \A1;bp/2 \A1;bs \A1;bp/2 \A1;bp TË DHËNAT E PROJEKTIT TË KURSIT KËRKESA: Të projektohet ndërtesa industriale njëkatëshe me një hapësirë tërthore dhe me skelet metalik me këto të dhëna: 1. Skema e prerjes tërthore të ndërtesës industriale është si më poshtë : i= 1:8 i=1:12 1 m h h h Hv hsh htv H 0 1 2 2. Hapësira tërthore e ndërtesës industriale është L=\L21 m. \l3. Gjatësia e ndërtesës është 120 m 4. Hapi i ramave tërthore është B=12 m. 5. Hapi i kapriatave është b=6m (përcaktohet nga gjatësia e panelit ) 6. Tipi i vinçurës është vinçurë elektrike e përgjithshme me dy ganxha ngritëse; -kapaciteti ngritës i vinçurës është Q=\L300 KN ; \l-regjimi i punës së vinçurës do të jetë regjim i mesëm -numri i vinçurave në objekt është nv= 2. 7. Kuota e kokës së shinës së vin¢urës është h1= \L10.8 m. PROBLEMET PËR ZGJIDHJE TË PROJEKT KURSIT \LA. Pwrmasat e ramws \fTimes New Roman|b0|i1|c0|p18;\l1. Pwrcaktimi i pwrmasave vertikale dhe horizontale tw ramws twrthore \fTimes New Roman|b0|i0|c0|p18; h2 = Hv + 100mm + (200 - 400mm) ku h2 duhet tw jetw shumwfish i 200mm Nga tabela 1.2 tw librit tw shembujve numerik h2 jepet nw funksion tw kapacitetit ngritws sw vinçurws, ku pwr rastin tonw Q= 300 KN marrim nga tabela vlerwn \fTimes New Roman|b1|i0|c0|p18;h\H0.6x;2\H1.667x;=3200mm \fTimes New Roman|b0|i0|c0|p18; Q (KN) 150 200 300 500 Hv (mm) 2300 2400 2750 3150 -Kuota e nivelit tw rigelit : h=h1\H1.667x; + h\H0.6x;2\H1.667x; = 10.8m + 3.2m= 14m -Lartwsia e ramws wshtw: H = h + 1m= 14m + 1m= 15m -Gjejme : h\H0.6x;s\H1.667x; = h\H0.6x;2\H1.667x; + h\H0.6x;sh + \H1.667x;h\H0.6x;TV \H1.667x; ku h\H0.6x;sh\H1.667x; - lartesia e shinws h\H0.6x;TV\H1.667x; - lartesia e traut tw vinçurws hsh wshtw funksion i kapacitetit ngritws sw vinçurws prandaj e marim vlerwn e saj nga tabela 1.2 e shembujve numerik I ku pwr Q=300KN kemi \fTimes New Roman|b1|i0|c0|p18;h\H0.6x;sh\H1.667x;=120mm. \fTimes New Roman|b0|i0|c0|p18;-Nga figurat e mwposhtme: b h\H0.72x;m d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br h d\fTimes New Roman|b0|i0|c0|p18;\H0.6x;br htv c Brinja e rigjidimit tw mbwshtetjes htv = 2\Fgreekc|c0;d\fMS Shell Dlg|b0|i0|c0|p0;br\fTimes New Roman|b0|i0|c0|p18; + hm + c \H0.8335x; \H1.2x;-Gjerwsia b e kokws sw shinws pwr vinçura elektrike nw varwsi nga kapaciteti i vinçurws me dy ganxha me regjim mesatar (rasti ynw) jepet nw tabelwn 1.5 tw shembujve numerikw ku pwr Q=300 KN nga tabela marrim \fTimes New Roman|b1|i0|c0|p18;b= 80 mm.\fTimes New Roman|b0|i0|c0|p18; -Nga tabela 1.3 pwr tra me L=12 m dhe regjim tw punws mesatar marrim pwr Q= 30 T tipin e shinws qw wshtw:\fTimes New Roman|b1|i0|c0|p18; V70\fTimes New Roman|b0|i0|c0|p18; -35. -Nga tabela 1.4 pwr nr.35 marrim dimensionet nw mm pwr brezin e sipwrm dhe tw poshtwm: \fTimes New Roman|b1|i0|c0|p18;400 X 16. \fTimes New Roman|b0|i0|c0|p18; -Pra : htv = 2x1.6 + 40 +1.8 = 45 cm -Caktojmw : hs = 3.2 + 0.12 + 0.45 = 3.77 m hp = H - hs = 15 m - 3.77m = 11.23 m -Lartwsia e traut nwn vinçurw wshtw: - c merret 16 - 20 mm dhe zgjidhet ajo c qw pwrmasa e htv tw dal njw numwr i plotw i shprehur nw centimetwr h1 h2 h3=1800mm h4 h5=1800mm 900mm m d m m d d m h7 h6 300 H hs hp b1 a b2 a a 0 L c c 0.8 1 2 3 4 5 6 7 8 Ak=f(Gi) A'd=f(Pi) G1 G2 G3 G4 G5 G6 G7 G8 P1 P2 P4 P5 P3 P6 P7 P8 1.8m 6m H h1 h2 h3=1800mm h4 m h7 h6 m d m d d m h5=1800mm G1 G2 G3 G4 drejtimi dhe kahu i eres +0.8 +0.7 -1.3 -0.7 -0.7 -0.6 (+) presion shtypes i eres (aktiv) (-) presion thithes mbi siperfaqen e objektit (pasiv) H P1\H1.4x;=38.4 P'1\H1.4x;=44.16 P2\H1.4x;=47.42 P'2\H1.4x;=49.92 P'0 P''0 1 2 3 4 H 0.00 h'1 h'2 h1 h2 h3 h5 h6 h4 hp hs gkoll-siper gkoll-siper gkoll-poshte gkoll-poshte Ag Ag A Ag G1 G2 G3 G3 G2 G1 Dmax GT GT Dmin A GT A G1 G2 G3 A B C hp hs Nc NBC NBA NA Ad Ad Md Md bp/2 Ad bs Mmin Mmax Dmax Dmin bp/2 Dmax bp \A1;950 \A1;458 \A1;\L476 \A1;458 \A1;458 \A1;\L476 \A1;362 \A1;397 \A1;362 \A1;397 \A1;561 \A1;861 \A1;651 \A1;478 \A1;1034 \A1;945 \A1;566 \A1;547 \A1;965 \A1;944 \A1;568 \A1;584 \A1;927 \A1;880 \A1;632 \A1;1512 \A1;333 \A1;60 \A1;183.5 \A1;60 \A1;574.5 \A1;60 \A1;183.5 \A1;60 \A1;550.5 \A1;183.5 \A1;417.5 \A1;195 \A1;315 \A1;136.5 \A1;105 \A1;176 \A1;103 \A1;150 \A1;172 \A1;103 \A1;152.5 \A1;229.5 \A1;208.5 \A1;871 \A1;1095 \A1;871 \A1;1050 \A1;170 \A1;771 \A1;1116 \A1;853 \A1;1067 \A1;170 \A1;1070 \A1;890 \A1;52.5 \A1;223 \A1;112 \A1;1141 \A1;828 \A1;1326 \A1;95 \A1;828 \A1;567 \A1;812 \A1;131 \A1;422 \A1;582 \A1;132 \A1;49.5 \A1;751 \A1;826 \A1;130 \A1;757 \A1;798 \A1;1009 \A1;176 \A1;138 \A1;853 \A1;937 \A1;52.5 \A1;442 \A1;562 \A1;131 \A1;710 \A1;969 \A1;672 \A1;919 \A1;699 \A1;107 \A1;721 \A1;132.5 \A1;107.5 \A1;581 \A1;542 \A1;1952 \A1;819 \A1;718 \A1;802 \A1;228.5 \A1;50 \A1;90 \A1;36 \A1;14 \A1;45 \A1;18 \A1;45 \A1;18 \A1;45 \A1;18 \A1;30 \A1;79.5 \A1;14.5 \A1;45.5 \A1;21.5 \A1;28.5 \A1;22 \A1;58 \A1;1995 \A1;1712 \A1;2293 \A1;2039 \A1;1818 \A1;2143 \A1;11928 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;1512 \A1;12093 \A1;450 \A1;350 \A1;285.5 \A1;765 \A1;30 \A1;1935 \A1;1712 \A1;2293 \A1;2039 \A1;1818 \A1;2143 \A1;400 \A1;30 \A1;112.5 \A1;14.5 \A1;12000 \A1;14 \A1;100 458 950 458 \L476 458 \L476 397 362 362 397 A A B B SH 1:25 Punoi: Pranoi: KAPRIATA Nr = 1 Universiteti Politeknik Fakulteti i Inxhinierise se ndertimit kursi IVB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 333 60 183.5 60 574.5 60 183.5 60 550.5 183.5 417.5 195 315 136.5 105 176 103 150 172 103 152.5 229.5 208.5 5 5 5 5 170 5 5 5 5 170 5 5 52.5 223 112 5 5 5 95 5 5 5 131 5 5 132 49.5 5 5 130 5 5 5 5 138 5 5 52.5 5 5 131 5 5 5 5 5 107 5 132.5 107.5 5 5 5 5 5 5 228.5 50 5 36 14 45 18 45 18 45 18 30 79.5 14.5 45.5 21.5 28.5 22 58 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 450 350 285.5 5 30 5 5 5 5 5 5 400 2L(100*10) L=12033 2L(100*10) L=12033 2L(50*5) L=3493 2L(50*5) L=2254.5 2L(63*6) L=4022.5 2L(50*5) L=1614 2L(63*6) L=3399.2 2L(50*5) L=1240 2L(50*5) L= 2L(63*6) L=2477 2L(50*5) L=2014.5 2L(50*5) L=1241 2L(63*6) L=3663.5 2L(110*8) L=3494 2L(50*5) L=860.5 2L(50*5) L=1440 2L(63*5) L=2077.5 2L(50*5) L= 2L(50*5) L= 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 1 417.5*285.5*10 17 7-110 5-80 5-80 7-110 8-120 12-180 30 3700 1977 2239 2530 1756 1977 2239 1850 1475 1475 1100 2950 1977 2239 1512 2239 2239 1977 1977 5345.3 -43126.8 3011.2 0 3166 0 -3599.7 0 0 -3967 -3967 -8969.5 24187.6 -6805.5 -2725.8 -39562.3 21529.3 -3599.7 -6805.5 -3668.5 -51476.3 -49433.5 -51607.7 -2725.8 -51476.3 -49433.5 -51607.7 1512 1512 1512 1512 1512 1512 1512 112.5 14.5 5 5 5 1043 3970 145 1000 250 250 250 1000 236 14 400 14 472 14 250 1000 240 360 2400 1800 1800 1800 4800 1000 12000 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM Pranoi Ing.G. F. KAPRIATA Konsultoi Punoi Emertimi i fletes KURSI IV C TIRANE 2004 Fleta Nr.1 Ing.G. Bv Lv 30 37 30 37 42,5 42,5 85 174 40 22.5 50 50 22.5 7.5 25 25 7.5 22.5 25 25 50 22.5 25 25 7.5 7.5 145 65 \A1;10.0000 150 10 20 \A1;6000.1283 \A1;6000.1283 \A1;3683.0689 \A1;3871.6562 \A1;580.0000 \A1;559.2640 \A1;2699.9994 \A1;4207.4333 \A1;3199.9996 \A1;358.6359 \A1;588.2605 \A1;1629.6735 \A1;475.7335 \A1;396.7474 \A1;640.3566 \A1;3092.2135 \A1;1317.7179 \A1;1457.6011 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.1986 \A1;1505.0611 \A1;11806.3730 \A1;761.0303 \A1;463.0796 \A1;552.3883 \A1;952.6117 \A1;1019.1502 \A1;1105.2896 \A1;885.9589 \A1;992.4287 \A1;512.7706 \A1;651.4708 \A1;853.7286 \A1;934.9652 \A1;570.2342 \A1;629.7551 \A1;875.4442 \A1;588.8418 \A1;179.8405 \A1;949.8503 \A1;179.8405 \A1;640.3566 \A1;179.8405 \A1;179.8405 \A1;475.7335 \A1;706.1598 \A1;706.1308 \A1;496.6121 \A1;1211.2032 \A1;619.2635 \A1;570.1151 \A1;842.0044 \A1;656.3369 \A1;620.0000 \A1;490.5441 \A1;630.0000 \A1;560.0000 \A1;550.5442 \A1;392.2262 \A1;600.0000 \A1;510.0000 \A1;600.0050 \A1;600.0051 \A1;655.2360 \A1;1936.2247 \A1;749.9809 \A1;500.0000 \A1;465.1402 \A1;800.8649 \A1;1350.0372 \A1;370.1501 \A1;400.0000 \A1;370.1759 \A1;628.4183 \A1;640.0000 \A1;634.4502 \A1;620.0000 \A1;640.0000 \A1;651.4123 \A1;4207.4336 \A1;689.9998 \A1;642.0920 \A1;660.0000 \A1;630.0000 \A1;642.0438 \A1;442.3514 \A1;499.4020 \A1;461.7244 \A1;1599.9312 \A1;2285.9626 \A1;709.9961 \A1;690.0000 \A1;683.6596 \A1;815.2997 \A1;690.0000 \A1;700.0000 \A1;792.3227 \A1;404.4147 \A1;292.9677 \A1;454.0425 \A1;290.9607 \A1;281.3247 \A1;263.5780 \A1;207.7113 \A1;222.1279 \A1;208.6872 \A1;206.6113 \A1;207.9877 \A1;294.9607 \A1;210.6113 \A1;207.9877 \A1;397.4510 \A1;365.3902 \A1;767.6439 \A1;1999.9993 \A1;2000.0000 \A1;2002.1300 \A1;11749.9996 \A1;404.4147 \A1;157.9768 \A1;94.6996 \A1;107.7862 \A1;239.3013 \A1;6002.1293 \A1;160.0000 2100 1250 1250 1250 1250 1250 1250 120 100 250 250 400 14 236 236 14 250 1000 250 250 500 8 80 140 145 65 25 25 50 22.5 7.5 25 25 7.5 33 145 65 32.5 8 400 14 472 14 500 22.5 32.5 1080 1043 397 \A1;6000*9=54000 \A1;60000 \A1;60000 1043 3970 145 1000 250 Hollesia H - 1 Hollesia H - 2 Hollesia H - 3 250 250 1000 236 14 C A A Pllaka C 400 Hollesia H - 2 Shkalla 1:20 Prerja A - A 14 472 14 250 1000 240 Hollesia H - 3 Shkalla 1:25 <>0 360 <>0 <>0 <>0 <>0 <>0 <>0 Sperkatje me granil 1.5cm Hidroizolim 1.5cm Lluster cimento 2.0cm Paneli B/A 30.0cm LIDHJET NE BREZIN E POSHTEM SH.1:500 LIDHJET NE BREZIN E SIPERM SH.1:500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 15 16 17 18 19 20 21 PAMJA GAJTESORE SH.1:500 LIDHJET VERTIKALE TE KOLLONES SH.1:500 Hollesia H - 1 Shkalla 1:25 4500 1512 1512 1512 1512 1512 1512 1512 6000 1740 1181 2362 1181 1556 3112 2490 1799 1799 1799 2031 2031 2031 2031 2031 2031 -48507 -48507 -42212 -42212 -42212 -42212 0 +20043 +48601 -431 +4351 -5352 +3970 -6869 -9994 -583 -3613 +2580 -7675 -3637 +25370 +28141 -3127 -1818.7 -30595 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 1512 1512 1512 1 2L 50*5 L=1740 L=1512 2L 120*80*6 2 L=3598 2L 63*5 4 L=2490 2L 100*63*10 3 2L 100*63*10 L=10500 5 L=1181 2L 50*5 6 L=2031 2L 50*5 6 L=2362 7 2L 50*5 L=2362 8 2L 50*5 L=4062 2L 56*5 9 L=1181 2L 50*5 10 L=1556 11 2L 50*5 2L 50*5 L=4062 12 L=3112 2L 50*5 14 113 2L 50*5 L=2031 12 - 180 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 Shkalla 1:50 Shkalla 1:150 Bv Lv P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;1\Ftxt.shx|c0;\H1.093x; P\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P\H0.5001x;c\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;c\Ftxt.shx|c0;\H1.093x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; C\Ftxt.shx|c0;\H0.656x; A'\Ftxt.shx|c0;\H0.8199x; B'\Ftxt.shx|c0;\H0.656x; C'\Ftxt.shx|c0;\H0.8199x; P\H0.5001x;a\Ftxt.shx|c0;\H1.093x; P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P"\H0.5001x;0\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;0\Ftxt.shx|c0;\H1.093x; A\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; C\Ftxt.shx|c0;\H0.656x; Hp Hs Gt\Ftxt.shx|c0;\H0.656x; G2\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G3\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; N\H0.7001x;c\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BC\Ftxt.shx|c0;\H1.171x; N\H0.7001x;GA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;A\Ftxt.shx|c0;\H1.171x; G3\Ftxt.shx|c0;\H0.8199x; R\H0.7001x;d\Ftxt.shx|c0;\H1.171x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; g\H0.7001x;p,kol\Ftxt.shx|c0;\H1.171x; Hp Hs A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; G1\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; g\H0.7001x;s,kol\Ftxt.shx|c0;\H1.171x; m2\Ftxt.shx|c0;\H0.8199x; m1\Ftxt.shx|c0;\H0.8199x; Hs Hp I\H0.7001x;p\Ftxt.shx|c0;\H1.171x; I\H0.7001x;s\Ftxt.shx|c0;\H2.342x; 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 12 - 180 5 5 5 5 5 5 30 30 37 d N M 22.5 50 50 22.5 7.5 25 25 7.5 22.5 25 25 50 22.5 25 25 7.5 7.5 145 65 3954 4478 2239 2530 1756 3954 1977 4478 1850 1475 1475 1100 2950 3700 1 2 4 5 6 7 8 9 3 10 11 12 14 15 16 13 3954 4478 2239 2530 1756 3954 1977 4478 1850 1475 1475 1100 2950 1 2 4 5 6 7 8 3 10 11 14 15 16 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2L 140 x 90 x 8 2L 50 x 5 2L 50 x 5 2L 75 x 50 x 8 2L 75 x 6 2L 160 x100 x 9 2L 50 x 5 2L 140 x 90 x 8 2L 90 x 6 2L 50 x 5 2L 160 x 11 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 2L 50 x 5 5 2L x100 x 10 5 5 5 5 5 3700 1977 2239 2530 1756 1977 2239 1850 1475 1475 1100 2950 1977 2239 1512 2239 2239 1977 1977 5345.3 -43126.8 3011.2 0 3166 0 -3599.7 0 0 -3967 -3967 -8969.5 24187.6 -6805.5 -2725.8 -39562.3 21529.3 -3599.7 -6805.5 -3668.5 -51476.3 -49433.5 -51607.7 -2725.8 -51476.3 -49433.5 -51607.7 1512 1512 1512 1512 1512 1512 1512 5 5 5 l= 5 5 5 5 5 5 5 5 5 5 5 5 LIDHJET NE BREZIN E POSHTEM SH.1:500 LIDHJET NE BREZIN E SIPERM SH.1:500 5 20.280 1250 1250 1250 1250 20.280 1250 1250 17.862 5 5 250 250 400 14 236 236 14 250 1000 250 250 500 8 5 5 145 65 25 25 50 22.5 7.5 25 25 7.5 33 145 65 32.5 8 400 14 472 14 500 22.5 32.5 1080 1043 397 2 3 4 5 6 7 8 9 10 11 PALNIMETRIA E LIDHJEVE TE FANARIT PRERJA 2-2 PRERJA 2-2 6000*9=54000 3 3 2 2 60000 60000 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM Pranoi Konsultoi Punoi Emertimi i fletes KURSI IV C Fleta Nr.2 KOLONA, BAZA E KOLONES DHE LIDHJET E REPARTIT INDUSTRIAL Ing.G. Ing.G. TIRANE 2004 F. 700 8214 5386 185 1000 250 200 200 1000 230 20 16 500 620 26 20 460 20 250 1000 240 242 242 37 30 30 37 42,5 42,5 85 174 40 101,20 1250 1250 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 PUNOI Emertimi i fletes KONSULTOI PRANOI L. BETA Ing.G.BERDYNA Ing.G.BERDYNA KOLONAT,BAZAT E KOLONES DHE LIDHJET E REPARTIT INDUSTRIAL TIRANE 2004 FLETA Nr.1 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM KURSI IV C Bv Lv 30 37 30 37 42,5 42,5 85 174 40 700 8214 5386 5 1000 250 Hollesia H - 1 Hollesia H - 2 Hollesia H - 3 200 200 1000 230 20 C A A Pllaka C 16 500 620 26 Hollesia H - 2 Shkalla 1:15 Prerja A - A 20 460 20 250 1000 240 242 242 37 30 30 5 5 5 5 5 5 Hollesia H - 3 Shkalla 1:15 <>0 1250 1250 Sperkatje me granil 1.5cm Hidroizolim 1.5cm Lluster cimento 2.0cm Paneli B/A 30.0cm LIDHJET NE BREZIN E POSHTEM SH.1:500 LIDHJET NE BREZIN E SIPERM SH.1:500 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 15 16 17 18 19 20 21 PAMJA GAJTESORE SH.1:500 LIDHJET VERTIKALE TE KOLLONES SH.1:500 Hollesia H - 1 Shkalla 1:15 4500 1512 1512 1512 1512 1512 1512 1512 6000 1740 1181 2362 1181 1556 3112 2490 1799 1799 1799 2031 2031 2031 2031 2031 2031 -48507 -48507 -42212 -42212 -42212 -42212 0 +20043 +48601 -431 +4351 -5352 +3970 -6869 -9994 -583 -3613 +2580 -7675 -3637 +25370 +28141 -3127 -1818.7 -30595 120 120 100 100 1500 1500 1500 1500 1500 1500 1500 1512 1512 1512 1512 1512 1512 1512 1 2L 50*5 L=1740 L=1512 2L 120*80*6 2 L=3598 2L 63*5 4 L=2490 2L 100*63*10 3 2L 100*63*10 L=10500 5 L=1181 2L 50*5 6 L=2031 2L 50*5 6 L=2362 7 2L 50*5 L=2362 8 2L 50*5 L=4062 2L 56*5 9 L=1181 2L 50*5 10 L=1556 11 2L 50*5 2L 50*5 L=4062 12 L=3112 2L 50*5 14 113 2L 50*5 L=2031 12 - 180 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 Shkalla 1:50 Shkalla 1:150 Bv Lv P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;1\Ftxt.shx|c0;\H1.093x; P\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;2\Ftxt.shx|c0;\H1.093x; P\H0.5001x;c\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;c\Ftxt.shx|c0;\H1.093x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; C\Ftxt.shx|c0;\H0.656x; A'\Ftxt.shx|c0;\H0.8199x; B'\Ftxt.shx|c0;\H0.656x; C'\Ftxt.shx|c0;\H0.8199x; P\H0.5001x;a\Ftxt.shx|c0;\H1.093x; P\H0.5001x;b\Ftxt.shx|c0;\H1.093x; P"\H0.5001x;0\Ftxt.shx|c0;\H1.093x; P'\H0.5001x;0\Ftxt.shx|c0;\H1.093x; A\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; C\Ftxt.shx|c0;\H0.656x; Hp Hs Gt\Ftxt.shx|c0;\H0.656x; G2\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G3\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; N\H0.7001x;c\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;BC\Ftxt.shx|c0;\H1.171x; N\H0.7001x;GA\Ftxt.shx|c0;\H1.171x; N\H0.7001x;A\Ftxt.shx|c0;\H1.171x; G3\Ftxt.shx|c0;\H0.8199x; R\H0.7001x;d\Ftxt.shx|c0;\H1.171x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; g\H0.7001x;p,kol\Ftxt.shx|c0;\H1.171x; Hp Hs A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G1\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; Hs Hp C\Ftxt.shx|c0;\H0.656x; B\Ftxt.shx|c0;\H0.5466x; A\Ftxt.shx|c0;\H0.656x; G1\Ftxt.shx|c0;\H0.8199x; A+A"\H0.5001x;d\Ftxt.shx|c0;\H1.093x; G3\Ftxt.shx|c0;\H0.8199x; G2\Ftxt.shx|c0;\H0.8199x; Gt\Ftxt.shx|c0;\H0.656x; g\H0.7001x;s,kol\Ftxt.shx|c0;\H1.171x; m2\Ftxt.shx|c0;\H0.8199x; m1\Ftxt.shx|c0;\H0.8199x; Hs Hp I\H0.7001x;p\Ftxt.shx|c0;\H1.171x; I\H0.7001x;s\Ftxt.shx|c0;\H2.342x; 12 - 180 8 - 90 12 - 180 8 - 90 12 - 180 12 - 180 5 5 5 5 5 5 30 30 37 d N M 10500 11700 2600 11120 2600 300 900 3600 1800 1800 1800 3600 3000 FAKULTETI I INXHINIERISE SE NDERTIMIT DEPARTAMENTI I KONSTRUKSIONEVE DHE INFRASTRUKTURES SE TRANSPORTEVE UNIVERSITETI POLITEKNIK I TIRANES DEGA NDERTIM KAPRIATA PUNOI Emertimi i fletes KURSI IV C TIRANE 2004 FLETA Nr.1 KONSULTOI PRANOI L. BETA Ing.G.BERDYNA Ing.G.BERDYNA \A1;ly \A1;ly \A1;31° -5039.168195802848 \A1;182.78 -1822.34546509861 \A1;182.78 -1663.651182460991 \A1;340 2L50x5 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 125 125 10 125 125 10 125 125 10 125 125 10 125 125 10 125 125 10 10,16 4,26 4,14 4,26 4,14 4,26 4,14 4,26 4,14 4,26 4,14 4,26 4,96 5,23 4,96 5,23 4,96 5,23 4,96 5,23 4,96 5,23 4,96 5,23 4,96 5,23 4,96 5,23 2318.038714226833 2318.038714226833 180 97,64 180 180 180 262,36 179,01 182,78 102,66 264,28 182,78 182,78 182,78 297,38 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 10 160 160 125 125 10 125 125 10 125 125 10 125 125 10 125 125 10 10 125 125 10 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2318.038714227505 2318.038714227505 2,28 7,72 6,08 1,92 6,08 1,92 6,08 1,92 6,08 1,92 6,08 1,92 1,92 6,08 N 40 y y x x \A1;b \A1;b \A1;b \A1;b \A1;b \A1;b Aksi i simetrise Tirant i Drejte Tirant i Pjeret qy R ly ly \A1;B/2 \A1;B/2 R N tr dr N tr dr N tr dr ß\A1;° N6 N 40 N 41 N7 \U+03B4=14mm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 21 20 19 18 17 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 7 2L160x100x10 2L75x9 2L50x5 \A1;330.84 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;309.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;216.69 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;216.69 \A1;216.69 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;340.00 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;309.78 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;330.84 \A1;330.84 \A1;309.68 \A1;309.69 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 q M1 340 M2 2L125x80x10 2L160x100x10 3,58 1,42 3,58 1,42 3,58 1,42 3,58 1,42 5,4 2,1 3,58 1,42 2.75 7,25 1,42 5,32 5,1 2,4 2,55 6.45 6,45 3,55 7.01 2,99 7.17 2.83 7.09 2.91 3,58 1,42 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 125 125 5 125 125 5 125 125 5 125 125 5 125 125 5 125 125 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 180 5 5 5 5 5 5 5 5 5 5 5 5 5 KAPRIATA SH. 1:50 PUNOI PRANOI DEGA SEK. I KONSTRUKSIO. B/A DHE METAL. \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;216.69 \A1;216.69 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;340.00 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;309.78 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;330.84 \A1;330.84 \A1;309.68 \A1;309.69 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 3,58 1,45 5,4 2,1 2L160x100x10 2L50x5 2L75x9 2L100x14 2L100x10 2L100x12 2L90x9 2L100x10 2L75x9 2L50x5 2L100x8 2L50x5 2L75x9 2L50x5 2L50x5 2L50x5 2L50x5 2L50x5 2L160x100x10 2L125x80x10 2.91 7.09 2.83 7.17 2,99 7.01 3,55 6,45 6.45 2,55 2,4 5,1 5,32 1,42 7,25 2.75 1,42 3,58 2,1 5,4 1,42 3,58 1,42 3,58 1,42 3,58 1,42 3,58 1,42 3,58 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 5 160 160 125 125 5 125 125 5 125 125 5 125 125 5 125 125 5 125 125 5 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 2,28 7,72 6,08 1,92 6,08 1,92 6,08 1,92 6,08 1,92 6,08 1,92 1,92 6,08 2L50x5 2L100x14 2L100x10 2L100x12 2L100x9 2L100x10 2L75x9 2L50x5 2L100x8 2L50x5 2L75x9 2L50x5 2L50x5 2L50x5 \A1;-236,92 \A1;-411,2 \A1;-559,47 \A1;-620,21 \A1;-664,34 \A1;-731,48 \A1;-757,97 \A1;72,15 \A1;173,32 \A1;371,94 \A1;640,51 \A1;717,4 \A1;753,71 \A1;672,49 \A1;9,8 \A1;-33,68 \A1;-278,17 \A1;-222,66 \A1;-16 \A1;135,15 \A1;80,18 \A1;24,33 \A1;393,52 \A1;324,76 \A1;256 \A1;-187,24 \A1;-118,48 \A1;-49,72 \A1;144,95 \A1;-236,92 \A1;-411,2 \A1;-559,47 \A1;-620,21 \A1;-664,34 \A1;-731,48 \A1;-757,97 \A1;72,15 \A1;173,32 \A1;371,94 \A1;640,51 \A1;717,4 \A1;753,71 \A1;9,8 \A1;-33,68 \A1;-278,17 \A1;-222,66 \A1;-16 \A1;135,15 \A1;80,18 \A1;24,33 \A1;393,52 \A1;324,76 \A1;256 \A1;-187,24 \A1;-118,48 \A1;-49,72 \A1;144,95 KAPRIATA SH. 1:50 PUNOI PRANOI DEGA Ndertim IIIc SEK. I KONSTRUKSIO. B/A DHE METAL. 7,72 2,28 N 40 N 41 N6 N7 2L50x5 2L75x9 2,1 5,4 1,42 3,58 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;216.69 \A1;216.69 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.77 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;340.00 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;182.78 \A1;309.68 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;250.00 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;330.84 \A1;330.84 \A1;309.68 \A1;309.69 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 \A1;309.68 2,28 7,72 N 40 N 41 N6 N7 2L50x5 2L75x9 2,1 5,4 1,42 3,58 250 309,68 309,68 250 309,68 250 309,68 250 309,68 250 309,68 250 309,68 250 2L50x5 330,84 Ardit Dimce ing.Esmerald Filaj 1800 3900 1800 50 15 15 PLANIMETRIA E LIDHJEVETE FANARIT 3 3 Prerja 3 - 3 1250 4790 III III Nr = 55 1250 550 PRERJA III - III SHK 1 : 10 HOLLESIA 3 SHK 1 : 20 HOLLESIA 3 SHK 1 : 20 20 500 30 660 30 720 PRERJA II - II SHK 1: 10 II II I I PRERJA 4 - 4 4 4 PRERJA 2 - 2 SHK 1 : 100 2 2 10 400 500 14 476 14 PRERJA I - I SHK 1: 10 3000 1800 6000 900 11520 325 600 325 1250 1200 2380 3400 200 300 242 300 380 600 500 130 130 200 20 380 230 190 200 300 140 242 300 380 600 500 HOLLESIA 1 SHK 1 : 20 A A 550 HOLLESIA 3 SHK 1 : 20 H3 32 100 A A 700 500 400 550 325 600 325 1250 700 Punoi: Pranoi: KOLONA DHE LIDHJET Nr = 2 Universiteti Politeknik Fakulteti i Inxhinierise se Ndertimit Ergys BARDHI As .Prof. N.Lako K 1 SHK . 1.50 H1 4790 16300 2200 5400 11400 2200 4790 720 2200 11520 2200 550*9=4950 500*9=4500 4790 2200 11520 5.5 m 5.5 m 5.5 m 11 m 11 m 11 m 11 m Prerja 1 - 1 1 1 4500 4950 19 18 17 16 15 14 13 12 11 10 10 9 8 7 6 5 4 3 2 1 KOLLONE SKELETI KOLLONA RAME TRAU NEN VINC URE KAPRIATA NEN CATI PRERJA GJATESORE SHK.1: 500 PLANIMETRIA E LIDHJEVE NE BREZIN E POSHTEM SHK.1:500 PLANIMETRIA E LIDHJEVE NE BREZIN E SIPERM SHK.1:500 1200 1200 1200 1200 1200 1200 1200 720 1200 1200 1200 1200 1200 1200 1200 1200 0.5L=12000 517 550 16.5 16.5 180 10.3 PRERJA III-III SHK 1: 10 2200 4314 \A1;1625 \A1;908 \A1;1150 \A1;180 \A1;305 \A1;180 \A1;1031 \A1;1505 2381 As.Prof. N.Lako Ergys BARDHI Universiteti Politeknik Fakulteti i Inxhinierise se Ndertimit Kursi IVB Nr = 1 KAPRIATA Pranoi: Punoi: SH 1:25 \A1;813 \A1;813 \A1;813 \A1;811 \A1;239 \A1;169 \A1;475 \A1;475 \A1;184 \A1;168 \A1;0 \A1;335 \A1;305 \A1;335 \A1;305 \A1;335 \A1;243 \A1;169 \A1;1069 \A1;655 \A1;810 \A1;560 \A1;449 \A1;448 2L 50 x 5 2L 50 x 5 2L 100x 7 2L 125X80X8 3400 \A1;406 \A1;678 \A1;541 1700 \A1;295 \A1;783 \A1;220 \A1;200 4314 \A1;1057 \A1;576 \A1;632 \A1;874 \A1;2349 \A1;1948 \A1;1029 \A1;714 \A1;1099 \A1;180 1952 3904 2L 63 x 5 2L 75 x 6 \A1;2316 \A1;2010 \A1;1613 \A1;2011 \A1;550 \A1;760 \A1;365 \A1;295 \A1;200 \A1;220 \A1;200 \A1;220 \A1;281 \A1;454 \A1;293 \A1;651 \A1;630 \A1;620 \A1;630 \A1;630 \A1;630 \A1;370 \A1;400 \A1;370 1400 \A1;465 \A1;500 \A1;750 \A1;655 \A1;600 \A1;600 \A1;640 2157 \A1;510 \A1;600 \A1;768 \A1;453 \A1;400 \A1;392 1400 \A1;551 \A1;650 \A1;630 \A1;490 \A1;620 \A1;650 3904 \A1;946 \A1;560 \A1;645 \A1;860 \A1;876 \A1;1190 \A1;944 \A1;956 \A1;771 \A1;6000 \A1;1265 720 2L 90x8 2L 90x8 2L 75x 5 2L 63 x 5 2L 50X5 2L 50X5 2L 50 x 5 2L 50X5 2L 50X5 2L 50X5 2L 50X5 2L 125X80X8 2L 125X80X8 2L 90x8 L=16*1500=24000 A B 6000 31.10 54.30 6000 6000 1507 1507 1507 1507 1507 1507 1507 1507 1115 1100 3904 3904 1400 2157 2800 1952 4314 4314 1700 2381 3400 1507 -53.07 -53.07 -48.45 -48.45 -50.32 -50.32 -2.43 -2.43 0 0 -2.16 -2.16 -9.2 -8.8 0 0 -8.72 22.79 24.53 -40.65 -37.50 0 -2.73 2.86 700 300 480 550 220 Brinje Rigjidimi Kursi IVB \A1;990 \A1;1562 \A1;989 \A1;490 \A1;810 \A1;494 \A1;717 \A1;860 \A1;6000 2800 \A1;1505 \A1;1505 1505 \A1;1505 \A1;1505

Language	N/A
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, center, cover, dach, DWG, full, geometric, hangar, lagerschuppen, located, Project, roof, shape, shed, steel, structure, terrasse, toit