10B. DIMENSIONING PART 2/4

CHAPTER 10B 'DIMENSIONING' 107 ZEXí6a : 2 ENIZXYZH FlAAKCtN - MANAYAZ ZKYPOAEMATOZ ) ONOMA rIAAKAz: n3 APIÕMOZ TOMHZ: 15 aiArPAMuA onnN KAMTHE (kNm) | ZKYPOAEMA XAAYBAZ floio rj+a C25/30 Floio ij+a BSOOC fl(MPa) 25.00 E,(GPa) 200.00 f, (MPa) 260 f t(MPa) 50000 y< 1.50 y 1.15 B HTPA f1oióTq+a| BSOOC| AiópcTpoç (mm) 8 E, (GPa)| 200.00| L ,tm t" , (mm) 30 lmax Mo' 25. 39 KNm, mln Mca= 0.ÓÓ ĆĆŁTI} f,r (MPa)| 500.00| L \" (mm) 30 y 1.15 aiAri AMMA TEMNOY£££IN (kN) AAAHAEFIIAPAZH EzOAKETZHZ Oyi 8+óyz*poçowjç(mm) AvToyfj <óMoç frx (MPa) *°lóTA'° Ep°P€°Yj3 FIPOZFIEAAZIMOTHTA Kovovihú (Zuvq0qç) ANO 25 (max V #- 19 65 KN, min V- - 19 r 9 KN; Enixókuqiq Mov6úo (mm KAT£3 25 MANAYAZ ANO FIAPEIAZ MANAYAZKATIEFIAPEIAZ Apyq (+) T@oç (+) nóyoç (*+) e" (* +) s, mcm) 1 0.00 4.60 8.00 10 15.00 2 2 3 s 4 ' 5 6 6 7 7 8 8 9 9 10 10 ÔEEEIZ TPOFIOFIOFIOIHMENHZ AIATOMHZ ZKAPI9HMAENIZXYMENHZ FIAAKAZ 0.00 1.00 3.60 4.60 Print Reinforcement with Concrete Sheathing ( 2nd page). N/\ P/\ THPH?FI?