Determine the distribution of flow rate in the network
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Question:-
A. Determine the distribution of flow rate in the network tubes.
B. Obtain the pressure in node D.
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- 100w 200 200k y at ptcUn eje cilindrico hueco de acero mide 1.5 m de longitud y tiene diámetros interior y exterior iguales a 40 y 60 mm, respectivamente ¿Cuál es el máximo par de torsión que puede aplicarse al eje si el esfuerzo cortante no debe der exceder 120 МPа? mo T. 60 mm 40 mm 1.5 m В I ESP 28°C Soleado 19-1 II !!3. Evaluate the equation and express the answer in an appropriate Sl unit. 183397 Pa (1260 k9/m³) (9.81 "/52) 3
- 1.1 A mechanically cleaned bar screen has bars jin. (5 mm) thick and 1 Fin. (30-mm) dear spaces between the bars. If the velocity through the bars is 3 ft/sec (0.90 m/s),; determine the approach velocity, in ft/sec (m/s), and the head loss through the screen, in ft (m). Use both USCS and SI units.4Classroom 8:33 PM Sun 21 Mar A docs.google.com a 53% F1 F2 a F3 d F4 D Consider the following values: - F5 a = 22 m; b - 12 m; c = 18 m; d - 8 m; F1 = 3 kN; F2 = 11 KN; F3= 2 kN; F4 - 20 kN; F5 - 2 kN; a = 30°, e = 60° B = 30° 1] What is the resultant moment of the five forces acting on the rod about point A? a) 90.8 kN.m b) 62.7 kN.m c) 39.7 kN.m d) 85.9 kN.m e) 44.1 kN.m ) 21.3 kN.m 21 What is the resultant moment of the five forces acting on the rod about point B? a) 78.8 kN.m b) 29.7 kN.m c) 97.5 kN.m d) 88.9 kN.m e) 91.1 kN.m ) 44.2 kN.m 31 What is the resultant moment of the five forces acting on the rod about point C? a) 125.7 kN.m b) 411.1 kN.m c) 161.9 kN.m d) 339.1 kN.m e) 144.1 kN.m ) 255.3 kN.m 4] What is the resultant moment of the five forces acting on the rod about point D? a) 17.8 kN.m b) 28.7 kN.m c) 82.1 kN.m d) 92.9 kN.m e) 47.1 kN.m ) 30.1 kN.m 5] What is the moment of the force F2 about point E? a) 211.7 kN.m b) 108.1 kN.m c) 161.3 kN.m d) 83.1 kN.m e) 311.1 kN.m…What is the maximum applied load this structure can support before it fails due to yielding (i.e. if 18 kN force was increased, how high could it go)? What is the maximum applied load if the material was changed to Ti-6Al-4V (Grade 5) titanium?
- A simply supported wood beam that is 13.8 m long carries a 35 kN concentrated load at B. The cross-sectional dimensions of the beam are b = 140 mm, d = 450 mm, a = 75 mm, and c = 30 mm. Section a-a is located at x = 2.3 m from B. %3D (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. P У a a A B 2L 3 H d b /3AP Q4: Convert the 2h UH given below into a 4h UH, using the super position method. time hr. 0 1 2 3 4 5 6 2h UII 0 10 20 50 40 10 0FD 9:04 e) w = Fb Tom CET 240 Exam 2 Chapters 3 and 4 Photo bayant! Fn Name F = Ap, x A y = Σ yix A₁ ΣΑ p=yh FR=Yhe A Ywater 9.81 kN/m³ Lp-Lc= Ic MB= Va Ymc Yeb+MB LA
- SITUATION B: Prepare and complete the profile level notes for the information shown and perform the customary arithmetic check. What is the difference in elevation between TP1 and TP2? STA BS HI FS IFS ELEV BM1 2.32 328.70 1 1.7 2 2.2 3 1.2 4 0.9 TP1 2.77 3.43 5 2.2 6 3.7 7 1.6 TP2 2.22 3.06 8 2.8 9 3.6 10 2.0 11 1.1 BM2 2.45Problem #1 270 kN 180 kN El = constant E=200 GPa B I=420x10“ mm* 3m 4.5m 3m Required: 8max 0A OBPls solve this question correctly instantly in 5 min i will give u 3 like for sure