Tesina Acciaio Tecnica delle Costruzioni

Analisi carichideigifd GZ (TG1 fai OKKQ ]+ Portar §E+ Qtsz= + NTC.. 2.5.3-% t | ÉÌÌ ↳^ ' . carichi variabili,÷ Ècarichi permanenti smontati permanenticanoni V02strutturali 15non =itutti soldiG- →PERMANENTE perstrutturale ugualecaricoe KNIMZlamiera 0,13grecata• =}f- S78,5 -1mmKNIM 0,01M=- KNINFcis alleggeritoriempimento 1,40• =} 5-f- -90775m77,5mm18 KNIM KNIM 'eleetrosaldatol 0,05rete• =-KNIMZG- 581=1 ,G- STRUTTURALEPERMANENTECARICO NON2

Solaio piano terra

Solaio piano terra KNIMZ0150massetto• =KNINP 0,03m8=18 5- 30mm = 'KNIM0,40ceramicapavimento in =• 0,02M20mmf- = KNIMZZOKNIMZKNIMZX 1,20tramezzi 2,70kWh 7=12,70M →1→ ==• ,KNIMZ}↳ 8k141mforattini F- 0,645- OPEOM ☐- )KNUT (KNIMZ20hr11m3s PT6-2--2,10f- 2×0,2=0,4OpenIntonaco →-10SOLAIO PIANO KNIMZ0150massetto• =KNINP 0,03m8=18 5- 30mm = 'KNIM0,40ceramicapavimento in =• 0,02M20mmf- = KNIMZZOKNIMZKNIMZX 1,20tramezzi 2,70kWh 7--12,70M →1→ ==• ,QGGKNIMZ}↳ 8k141mforattini F- 5- OPEOM ☐- KNIMZ>F- 2×0,2=0,45-20k141m OpenIntonaco → -0,30144hLimpianticontrosoffitto +• . )KNIMZ (6-2=2,40 Pt2°SOLAIO PIANO KNIMZ0150massetto• =KNINP 0,03m8=18 5- 30mm = 'KNIM0,40ceramicapavimento in =• 0,02M20mmf- = 'KNIMdi 0,80riscaldamento nelimpianti =• pavimento KNIMZZOKNIMZKNIMZX 1,20tramezzi 2,70kWh 7=12,70M →1→ ==• ,QGGKNIMZ}↳ 8k141mforattini F- 5- OPEOM ☐- KNIMZ>F- 2×0,2=0,45-20k141m OpenIntonaco →impianti -0,3014141Mtcontrosoffitto +• KNIMZ )(4-2=3,20 Pz39SOLAIO AltroPIANO KNIMZ0150massetto• =KNINP 0,03m8=18 5- 30mm = 'KNIM0,40ceramicapavimento in =• 0,02M20mmf- = 'KNIMdi 0,80riscaldamento nelimpianti =• pavimento -1,2014-11%2ZOKNIMZKNIMZXtramezzi 2,70kWh 7--12,70M →1→ =• ,'}↳ 0,64km/h8k141mforattini F- 5- OPEOM → ? )4-2=2,90KNIMZ KNAM (? PIPAf- 2×0,2=0,65-20k141m Openintonaco → )( KNIMZ )(4-2=5,70GIARDINO PCSOLAIO COPERTURA intensivotetto →BALCONESOLAIO KNIMZ0150massetto• =KNINP 0,03m8=18 5- 30mm = 'KNIM0,40ceramicapavimento in =• 0,02M20mmf- = -0,30141111Mtmetallicoparapetto• (B)KNIMZG-2--1,20][)( balcone 3.4NTCCARICO copertura eNEVE KNIMZX KNIMZ9sk-mi-CE.lt 0,8×1×1=0,480,69s = =LatinaSITO : KNIMZ0,6qsisAsZONA # < 20021 → =-, 0%0<300 0,8copertura nepiana → → =Ce 1=4- 1= 4)§(QR VARIABILI 1.Il3.TABCARICHI 1.3.. KNIMZPIPT commerciale CAT9h 4→ A==• ., ZKNIMZPIPAP2 RESIDENZIALE DICAT→ 9K ==• , À/KN4 CARICOBALCONE 9K NEVECAT A +==• .KNIMZPC Nellecarico2 +CAT9k A= =• .iii. " " ""|°|""""""""" )" ""KNIMZ11,20PT ✗ 3,262,10 4,001,58 7,94Pt ✗1,58 2,40 11,654,00 3,5 8,15✗P2 4,142,00 5,711,58 9,853120/B 3,99,402,90PA 5152,001,58 ✗2,00 948PC 91515,645,70 GIU1,58 KNIMZ KNIMZQKZQK (-2,00 )) 0,48( ' neve=Fd CARICHI VARIABILICOPERTURA[ [2+015×0,48]=3,36]to ' QK401 KKVMora Qkz ←-15+[4010×1+0142]=1,5 [0,7×2+0,48]=2,82 mifa /KNKNIMZKNIMZFominKNIMZ DFDFclmax 9,515,64 6,14-_ --- )QKt-4.OOKNIMZQKZ-Q48KNIM~lne.ve/ )Fd RESIDENZE CARICHIBALCONE VARIABILI '[4,00+0,5×0,48]=6,36 QKKNIM+4010×27--115TQTQKI 4-KNIMZ] [4,00×0,71-0,48]=4,92Tataki 401 -1,5QKZ+ 'DfdFdmax KNINF KNIMLFanin KNIM-2,54 10,85-13,39 =SOLAIOVERIFICHE( )2,13 CPIANOTERRA 1-SOLAIO campata - KNIM-11,20km/h DFD -7,94Fdmax KNIMFanin -3,26¢C.

Verifiche solaio piano terra

C. KNIMFomin 3126= duLLd× AA A A 1.5050-1-1.50-1I. -11- 41--44=0,40 41--44=1,956pl KN→794943742Ty 42--43=5,37942=43 →1,10Pa KN, =IÉÈÌH Ve V4 -0,40Pa☒ V41,956kW -1,956V1 KN→ == =-VE" VE" -2,934kW-0,60k → =ÈVÉ 2,445kmpl ✗0,50Mz =→-VÌ VÌ -2,445kW-0,50Pa → ==V8 VÌM 2,936kmqoopeMa → ==. INMa } Mi =Dma-M-max-u-of.pl?- -Q73KNMMi2- M3u--M+max- f-gpl2-M2 M= } =ois-9KNMM23-fopl.liKNM0,18=C. 1C. À÷qLDIMK YILAIGITE qg÷¥LAI MH LÒI V4FESTE§#DFd= -794kWh÷§ E50-4-1.50-4-1.50-1I.← 41--945×7,94×1,5=5,3641=945 KNPl Yu →-% qyTyTy ,,,, """ ④ V4V1 Oiuspli Va5,36km -5,36kmV1i - =- -y ,, MBÌ @ 7,94×4.55=1,80'qtqplMia MrM KNMma → ✗-_ 3C.2 C.C. C. q-gxg-ql.deLDIMZ MBETÉÈg LDI V2 FIFA UKNMg AD 41.507-1.50-1#794km/h§g 1.50← ,ED tu tua943442-1--1.50-7-1.50 ,1.50← -11 " ①"742 1^43 ÷IvyPye " 4, V35µ ," ④ no" :p÷ -." "muro # pèMI KNM1,33M23=}1µg →=MZ} 42=14,3 KN42=1,2 pl →VÉ 6,94km0,583Pa -VE -7,35kW-0,617Pa =giggpèME KNM-2,09=- ][FLESSIONE 4. 4.1.2.3VERIFICA A 2.NTC )(Acciaio/ fyk NIMMZ5235 282Lamiera -2354550600 → prontuario pag .{ -/ " "" "" " ^^""" ""| |È " °" " """ "° ° " "' "" /1- superiorec.c. / compressione1,80 > /30,76cmWi M- -2 >C. /c. -2,09 23,27cm/ WS M=/ / inferiore1133/C. compressione3C. CAPWI /27,14 M=| -21823,39 1154 1M>WS 26,81cm=IMRd-wpljmf-YK-compr.svp.WSVERIFICHE > Mld KNM-3,3923,27cm= -KNMIVERITICATT-bompr.lnf.WS23127%8,1/235=-5-208047 MldMRD KNMNMM -5,2 > -3,39- CAP Med KNM-2182-26,81 =-26181×1,1%1235--6000333 VERIFICATI/Mrd -2,82GKNM KNMMld>Nmm =- C)(PrimoSOLAIO 2PIANO campata B-1- , Dfd/ KNIMFdmax Fdmin 8,15KN11,65 3,50km/hAi == =¢C.

Primo solaio piano

C. /3.504N MFomin = LLLd× vA § ← ☐3 ¢1 1.50I. 50I 50 -1 -11- -1- pl 0,40×3,50×1,50=2,1014441--44=0,40 =Ty Ty Tua% 1,10×3,50×1,50=5,7642--43--1,10 pl KN=, ,," /I )@ QUOPLV1 V42,10km -2,10Vu -= =-=µ )V27 -113s (KN2,63 Hss -2,63QJOPI, == =,V25 VI VÌpl -3,15 KN KN3,15-0,60 == =@ Mi Mama -0mi = 3,5×1,502--0,63?# plMR V34 KNM✗Mi == =}/ ,,Mr 3,50×11502=0Lopez 20k411mLoMzs ✗ /= -_ 3,50×1,502=-0,79pè YoV3Mz % KNM✗= = =_ -1C. C. À÷qLDIMK YILAIGITEq-ggyqldt-MK.gg#&LdT- V4KNIM8,15Afd =È! ÈÈ '" " +-I. 50×-1.50×-1.50✓ # pl41=42 KN5,500145= =Tu qua742941 ,"}" -0,55pctV2 6,72 KN 6,7214NV3- → = -a, ⑧# M} 8,15×1,50<=1,85M §qpè=' MK #Moon KNMMa ✗=-Maiµ , 3C.2 C.C. C. 1 q-gxg-qldt.meLDIMZETÉ }Èq LDI V2 1=+8,15 KNIMI {1.50-731.50}-1.50 4%g 8,15km/hED tu tua743942-4--1.50-7-1.50 ,|1.50← -11 ""742 1^43 ÷tuaPye | V35µ ," ④ →" :#÷" ,muro | 815×1,50<=1,37MZ3-yjf-upl.li # KNM✗1mn Ma =|42=1,2 -1,2×8,15×1,50=14,67pl KNV27 |-0,617Pa -0,617×8,15×1,50=-7,54 KN=' XP 0,583Pa 0,583×8,15×1,50=7,13 KN=- |8,15×1,502=-2,15'MZ gfzgxgtpgpl KNM= =- ][Verifica a flessione 4. 4.1.2.3VERIFICA A 2.NTC )(Acciaio/ fyk NIMMZ5235 282Lamiera -2354550600 → prontuario pag .lamiera grecanicaspessore|/ Maz ma 5- 1mm-m-%E1-yc.co / 0163 Oita- superiorecompressione/ >1C. /c. /1,85 30,76cmWi M= > /23,27cmWS M=-2C.C. / ' /-2,15 inferioref- compressione| / CAP1137 WI/ /C. 3 27,14 MC. = In>WS 26,81cm=/ -2,94 1,572,48IMRd-wpljmfuk-compr.svp.WSVERIFICHE > -2,48Mld KNM23,27cm= -KNMIVERITICATT-bompr.lnf.WS23127%8,1/235=-5-208047 MldMRD KNM -2,48NMM -5,2 >- } -2,94Med KNM-26,81cm =-26181×1,1%1235--6000333 VERIFICATI/Mrd -2,94GKNM KNMMld>Nmm =- C)(PIANO SECONDOSOLAIO 2campata B-1- , Dfd4,14/ KNIMFdmax 9,85 Fdmin 5,71KN KNIMAi == =¢C.

Piano secondo solaio

C. KNIN4114Fomin = ttttx vA 7.50 4^ -50+-2 I. 50I-1 pl41--44=0,40 1,50=2,484,14 KN✗QUOX=% Ty Ty% 42--43--1,10 pl 1,10×4,14×1,50=6,83 KN=,,," " KN④ -2148V42148kmpl41=0140 → ==µ V3VI KNPl KN0,50 3) → ilIl 3=, == - ,,y" V5VI pl -3,732s KN-0,60 KN 3,73→= ==⑨ Mi MaMa -0Mi = 4,14×1,502=0,75?# KNMplMR Nasce ✗== ={ ,,Mr 4,14×1,502=-0,93pè YoMM2 % KNM3 ✗= = =_ -4,14×1,502=0,23MZ poi KNM%% ✗3 = =1C. C. À÷qLDIMK YILAIGITEq-ggyqldt-MK.gg#&LdT- V4KNIM5,71Afd =È! ÈÈ '' " +-I. 50×-1.50×-1.50✓ # pl41=42 KN0,65 3,85= =Tu Tua742Te }, ①[↳" plV2 -0,55 4,71V3 KN-4,71km- = → =µ ,, ⑧# M} 5,71×1,50<=1,30" §qpè=Uhm 14 Mk ¥Moon: KNM✗=- 3C.2 C.C. C. 1 q-gxg-ql.deLDIMZ MBETÉfq LDI V2 1=+5,71 KNIM' ? AA § 41.507-1.50×-1.50-15171jg KNIM ← ,DD tu tua9439424-4--1.50-7-1.50 ,|1.50← -11 :"÷742 1^43 +44Ty |, V35" ④ →"" ",muro | 1,50<=0,96' M23-yjf-uplt-j-ux5.tl ✗ KNM1mn Mrs Ipl 10128kW42=1,2 = |VÌ 5,0012N0,583 pe= =VI pl -5,284N-0,617= = |g-fgg.pl?=-1i50KNmMZ = - ][FLESSIONE 4. 4.1.2.3VERIFICA A 2.NTC )(Acciaio/ fyk NIMMZ5235 282Lamiera -2354550600 → prontuario pag .lamiera granataspessore| -È| MAZ MZ 5- 1mm| µ1)LÌ 1 cioE 975 -993c- superiorecompressionecpis /c. 1,30c. 30,76/ wi m= > /23,27cmWS M=2C.c. -1,50/ / inferiorecompressionef-| / >WI In/C. 27,14cm3 0,96C. = In>WS 26,81cm=/ 2,05 -2143 1,13IMRd-wpljmf-YK-compr.svp.WSVERIFICHE > -2,05Mld KNM23,27cm= -KNMIVERIFICATO-bompr.lnf.WS23127%8,1/235=-5-208047 MldMRD KNMNMM -5,2 > -2,05- CAP Med26,81 -2,43kWh==-26,81×1,1%1235--6000333 putrefatteMrd -2143GKNM KNMMld>Nmm =-< C)(SECONDOPIANOSOLAIO BALCONECON B-3 Jcampata U -- , KNIMKNIM DFDFama KNIMFanin -4,149,85 -5,71✗ = )KNIM (KNIMFdmax 13,39 AfdFdmin 10,852,54 KNIM BALCONE== =0c.

Secondo piano solaio balcone

c. 2,54×1,50=3,81 KN4114 D=PIÈF- KNIM9=2,54 9t,ÌÈÉÌ¥ ,÷+- ,1.75×-1.75 -11.50¥* 2,5621¥2,86 Mj =dei momentiUtilizzo l' 3equazione 2,864mm=( 2µF) )( (Zmztmq 2µF2ND ¥( =Lte4- Mat +mt µ++ }672=12GEIII GEZIZ 61--1-1-1µ1=µÉ=µÉ=µ3 pè↳ 12 1,2141=0Elia EZIZ ; == = ;,zmztzmztmq-G.pl?4M2tM9--1,757> (({ 4,142--6,34-2,86 Line4M 3,48 MZ→ → -0,87 KNMRVcalcolo le EffieEFFE ¥2 42%1,75-142EMMA -7,25×988=0a =aTÈ 42%1,75=987+6,38Tus441 Tye 42s 4,14 KN= 41+425-7,25=0 41--3,11 KNElfo) -7,25EMCZ 43×1,75=6,34+2,86 -0,87¥-5142743111,75 -2,86=0✗ →= 43×1,4-5=8,36 43=4,77 KN→ 4%-2,4848 +43-7,25=0EY KN=DT.FI#9V1--Yl--CdsCalcolofm-isilx-%E2-mt-omiz-QO3.IOYÉ +4,14¥VE YixKN-4,14 MKN3,11 →-=-88-4,14×0-288<=1,13 KNM ME -0,89kWh,)( =D (Hala✗ -4%+1421-3,262-2=014--4,2%[-0-187]4274272,48 -43=-4,77 KNV3KN M= -2,87-927 Msftp.jj KNM KNM=( )( 1,75, f- 2,87ftp://t.o.iji-HA.no" 9271,13' 477' Giuc. a#TsyhdT-iU znTUI+ldIYsp=5il- KNlMKNIM9=10,85 ÉÉEI KN-10,85×1,50=16,28fraMaÉTÉ Et ↳ ¥-4+>a ☐ • .1.75-11.75-131.751-1.75+1.50-1 -10,85×-11%-12,201- ← Mq KNMµÉeµ3-;µe=µÉ=¥pèmomentiUtilizzo l' e odei 3equazioneZMZI-2mztmq-f-zplltfgp.la1,757)(¥15,714m21 mq --2--4,37-12,20=-7,83 →4M -1,96MZ KNM=RVcalcolo "Èmti ho