m A B TTT 10 KN 6KN V G 8KN (m) 46 4,0 4,0 4,0 4,0 BC, CF FG
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- FASEFSDE35I566&ithint=file%2cdocx&laction=Dedit&wdNewAndOpenCt=1605314174552&wdPreviousSession=36416c83-5a03-49b6-a6d8-ca24473ec Reactive Abuse: wh.. eit-eoaq-arp (2020-11-03 at 06. THE SIMS 4 1000+.. e Eye | File Listing S LIST GAME « IGGG... O Search Help O Editing v No Spacing Heading 1 O Find v m、Ev 言v Normal Dv A ... Name Heinz has claimed that it steam peals its tomatoes rather than using the chemical lye method. Let's calculate the energy required to produce 50,000 lb/h of saturated steam for the process. The heat required to bring 70 °F water up to a boiling point of 212 °F is given by Q = m(SpHt)AT BTU BTU Where Q is the heat input in , h is the mass flow rate in .Spit is the specific heat in and AT is the temperature dif ference in °F Once the water is heated to the bõiling point of 212°F (at sea level) it must be vaporized to steam. The equation is O = Am BTU Where Q is the heat Input in m is the mass flow rate in and Ib BTU A is the heat of vaporization in h If the specific…Formal Tmaky Gab TL - $ -aNG2 5için g=-(1-0,630b/a) 1-,- M.(lzy -2-ly.y) + M,(1, .z – Iy -3) 4.ly - Iy " ZEA 10 cm oy - cos20 + Trysin20 . dort -*O, tan20, - 600 N X dy -- sin20 + Tycos2e, omatmin-* +r, 14 cm B Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D. O 76,39 MPa O O MPa O 48,86 MPa O 33,37 MPa O 94,75 MPa5 “winpgynba uy 514901 1 001 AU YOI J0j A SITFIOM o1 QurwINAG
- his f Vaug dVx D 2g T-# K***(-6). 14 Vaja Ve 2 The Hanland fromin (1753) Tim-- //12 (1----- At the wall, r= R = { and T₁m² Ta = 8μª Varg D 8 Tv - 8 (8/4Vag) 64/μ eväng evaring D (Vang D 64 =-1.867 (²) E/D 3.71 + 6.9 Re J differs from the Colebruck Ey by 27. T₁ = Re for laminar 2 Vaug M. 2rKOREK LTE S|KOREK فتح باستخدام مستندات Google O Chnvert, the hellowing temperatues to Hhe rquestad untes () 102 to F 102 to R D150k to R ol (deaity c0.91glea)flos inapipe,dnd the flon fete k meatured via amercury Colensity- 13-5469/cm) pranometer, if the difference YA heightof the toliyeof the moemterfotin What s the corresfondiny prosu d harence befwaen Point's Aaud Bin-man Ha Atwhihpoiht, Aorris th presmure hiher2 The Kempartune boF 078 nches تعليقات خاصة Habib Aziz Hasan lai L 1 / 1 + Q.300N1 50ON 01 400N T anolens Isups 1 ti (Ig ho3 G FY yd H dlaA K oMA O %23 elque D obOC A CCM wa 3 panels@3m- TTTTT
- M-(1zy.z– ly -y) + M,(1,.z – Izy -y) I4.ly – Izy Pr Мy Formüller; a -- • Ox = Pr o - 0g0, + oO (1051) bonds - YouT x D (1051) Majid Al Moh x FAlpQLScMYr8WW1EecAjD3SFH9Hwe2ihJNJ6y7c6wmiCa45QqKJ3OA/formResponse Classes M abbasa. - E Front-End De. Blade of Demon D.. M Mathway | Algebr. Google i 3.5 ft 18 ft The boy throws a snowball such that it strikes the wall of the building at the maximum height of its trajectory. If it takes 1.5 seconds to travel from A to B, determine -The velocity V at which it was thrown VA= 24 ft/sec VA=37 ft/sec VA= 19.3 ft/sec Leave this question VA=49.8 ft/sec JUL 10 MacBook ProM;(Izy.z- ly.y) + M,(1z.z – Izy-y) • Ox Pr Мy Formüller; o =- . Oj = Iz.Iy - Izy Pr b = 60 mm oå - o0p + o3 < oỷ , Jort Ox + Oy Tmaks 2. 2t a = 50 mm 2. Oz + Øy Te d?y M(x) (O2) + 13y , ɛ = a&T, t = 7' dx² I dx? 0x – Oy 2 Omaks.min = EI A P, = 15 kN MalanıcpXc, @pjc * EI Malanıpc *) + r3y • tejp = Tmaks = 2 EI OM dx, Pgr M VQ y = %3D It P; = 1s kN As shown in the figure, the forces P1 and P2 are applied to the end A of the rod AB welded to the cylindrical element BD with a radius of 20 mm. a) Find the normal stress at point K according to the given data. b) Find the shear stress at point K in absolute value according to the given data. c) Find the maximum principal stress at point K according to the given data.Ox-Oy sin20 + Txycos20, Omaks.min = Oyt Formül; 60 MPa 2 5 için c = cz -(1-0,630b/a) M2(1zy.z– ly.y) + M,(1,.z – Izy.y) I4.ly – Izy² Ox + Gy, tan28p = 2 Tmaks= 45 MPa Czab³G' т Мy • O--- =1 It 2tA 100 MPa 100MPA Ox + Oy 0x - dy 2rxy cos20 + Tyysin20 , Jort = 2 2 Ty'y' = - 2 2 + Ty 45 MPa 60 MPа + Tảy Tmaks = Find the maximum shear stress for the stress condition given in the figure. 129,24 MPa 114,25 MPa 80,00 MPa 138,75 MPa 49.24 MPaFN: 76Show complete solution pls SN = 93SEE MORE QUESTIONS