Esercizi Esame di Fondazioni ed Opere di Sostegno

II»= → ..Np tant'( )Nqtn 30,222= =( )DnBCaso Zwdi >ftp.nsrrlhn8. Da 18hPa18.1q = ==D= )(Br 2.502C m e 0,25= =- dq( MqB) B Nptq'DI 8 {I91in UPA' -1,110=11442,50-30,22+18-23,1818= -=Caso DaZw2 : =' fu✓ =p venni-18-10=8- 1818 tipa1Dif-q = = - = IZDIB11D= sinodq '( italiano ')Br 2,50 eco 1,11025re ; -==- , NqdqB)( t' BNy.iq -30.22+18-23,18-1,110=765DE ' kpe§{ -2,508q.in = =Caso Zw O3 =: ( )DEBt' Hwang grammino- = Nqdq' t' 'q.im:1 Brlrtq8hPa8 Da 8q noo == . == . !D= (Ba ) § 82 -153nA0.50 -30,222.00 -1,138Zee em -18 -23,18-dq A) ' Ertztanof fu' Da 10-1,00=1 ondesin un= - = =-BACASO : BrMai Br400ly =3 20,330,33M zey -= == -Nd 1200 il IIsorso iter euroHan =.- -.-( ?) ?) sino § la( )tana'tanto -455gda 1,169DEB '' 1+21-1+2 34sin =-= = - )'httandd' toNel 'ttsindi ' Nq1)Nq 42,16 e→ 29• un= ==- ,d'1- sinNk )( 'taud 41,06Nqtn2 ='X kpaD= 19

1,50 28,50q .= =. Nqsqdqt' '9 BN {§ 1.2064106tq 19 2.34 -sp =y .-=, in 29.44 1,206 hPa-1,169=227928,51- -.① B. L 2.34iim-q.im 2279 KN4.00 21240- -= '. =BCASO :Mn÷ 0,667MIÌ 4-2-0,667--2 67MLa Lrex Zex= = ,== -D= Br -0,083=3 2.83M229 =--TI 1Cly og,o in=== ,Nd 12200 ttsinsu-2.eeE 1,334Srsq 1+0,1stai= = .= . 34sin 2,831-( ?') §( sino 341B) 'DI 'tanto tana la'2te 1-dq sin1+2 va= = -d' )( cotalisono No Ng 42,16→ n== =- tant'1)No Zlnqt 41,061=2d'' > =# ted "'Nq 1e sin e ? an= d 'sin1-!8 1,5 28,5hPaD= 19q =.= t' BN INqsqdq 41,06' -128,51,33419 -29.441,147E 2,67q ysrtq '= --=, ↳ I hPa2673-④ B L 2.83 KN201992673 -2,67qua =-in .-= =CASO c : ftp. LrLa30L 0,250M -2.9250=3,50Ex 4 unrex == -a =1200sqesr-neanj.si?j-..E=n+an.Iss!In- ÷ 13»=? " ?'(dq tana( )9) ? la 3htardiDEB sin1- 1+2 sin1+2 1 131-= == ,3.00"[ " " "mattoint ( :# assen =.=- #.

. "!")"=L ( Ioa.) o.ee↳ n' =- -ne «B IL 313,5-1Zt 2M 1,538== =_ _IL1lb 313,5re )'littanp'd' 1)( 1tMe cotofNq Nq42,16'34 → 29,44e= == ;=- = sino1-NT tana ' 41,06)Nq2L -11 =8 ' D= 28,5hPaq 1,519 == . -9 Ny'12J dq.iqB ' Nq 59itSt § 0.899q 41,06 1,313-29.44t -1.30319.3 1,303<0,839+28,5iin - =. - .= ., -.! 2391hPaQiim KNB- Le 3,5=251042391 3qiin ' - -= Nd④ 8 ) 502tan (tan KN367÷ 22,717 ÷1200 e=Heim . -= ↳ Sa }l'f. } 34--17=-22.7I÷ ÷=CASO D ttsindb-er-o.nfji.IS#sesa 7=1265stai= 'Sing l1 - ') 345¥'d( D-) d'da la11 9tau1 1.131DEB -12 sinsin tartan= --= =BHa}H } 907602Ha 108,2km+ == =(" " "")( "Iwata IÌ 0,784ik i a- =- =* . "" "") (È4- i:-O 9862a a-- =_ _ .BK-12Me 1,571=-Bll17 )(d' Ne ceto 'Nq. 42,1634 -1= → = = Nt tant'rlnqtn) 41,06tempi⇐ ) : =usinoNq e 29,44= =0

'in1- s8 'q D= kpa191,50=28.5= - daNqBmg fa'8{ sq iqist 0,7847-1,265' 41,0619 -3-q Sg q - = -'= --, un 95hPa862=212,928,5 -44 1,131.01,265- - ,. 8€Qlim )B. UN d'9mm 26344l 3.4 17=22,7§?2195 ÷= = =.=. ) KN① (S tanNd tan ÷ 502367171200 22,7÷ === . .H , in Calcolo capacitàdel muroportantedi sostegno .wtpa.si#T[ ) ? (( Pa cos no += .! "d'450 ttsootisosiuror )cosa-! KH In546,4W-tP.sn 500inX avcos arcos= = 546,4| R15,70=(15,7--5))N d-( 546,4R 50 cos 536,9km/hcos -= Ì- =59( d- Nhn)Her (sin 546,4 15.7 ssin 101,45 "- - =Momento Aattorno puntoal :bvItPa-sin1oB-Paicos1o.bp-N.lR@r.WW ( B-. ( ) Pa bpbwB- B Pa10sin casso+- - - =n¥ ( -11 lo500 3,10 sin -310-1150 150 -2 1,56MCosto- -. =9536 ,AIla trascurabilee. 0,015M valore→= - = )tardi⇐d' 'ftp.ttsind( cotale1)Ne 46,12Nq350 33,30→= e == - dsin '1-tant')Ny ( Nq.in 48,032 e. § ?tanto ' ) IÌ( ( 'da

cot' 35,5032 n=→ == - ' "" "Nq e is= )My ( Nqtn tanto ' 30,222= elimiteCalcolo carico dq Kpade' NqNc89 Burt 'I 2164,2' q+ =e --=in,Azioni resistenti : Rd Nd soddisfattaVerifica>B km/h91inRd 2662,8- == XR↳ 2,3Carico limite Bnfsgirbpgp Nqsqdaiqbqgq'qiim.fr Ncscdeicbegctq 'c': +M' /Base N'id D=ridotta 0165Md 1.67rexe a: =p 1.73mm= - -ÌÒ, Ìeyimy.at/N' b-Le 2cg635Ma , ÌfCoefficienti ztanliapprofondimento ) Indi 1.173;( DEB Singda ti - =delladal fondazionedipiano posa sestina 7=1290' :O"ANNIl' .;)iv. ibridare +→- - , BllZt 1509in =" ') ÷( cottaHdliq 0,866dtblàaN'1= =- :Dlaterale =pSovraccarico kpe10-1=10q: = a)( 'Ne cottoCoefficiente di ! Mq' 30.14q 30= =→ = -:portantecapacità Nessuno" "Non eNp ) tant'lnqxn 22,402 e=Calcolo t'limite Nqsqdqiq112 ' 431BNgsrir.iq Kpaqcarico : =, kpa91in

' 42191in 9- =e,Azioni Resistenti : 9. B- XRL.plRd [' ]KM528,8in 2,3. = >= "Èd EKNN' ]720D== E'Rd VERIFICA NONd =Dc. soddisfatta .SCORRIMENTO