4-13. A vertical square gate separates two compartments of a pressurized air tank, as shown in Figure 4.48. If the gate has a side dimension of 2 ft and is hinged at the top, find the minimum force Q (acting at the gate bottom) required to open the gate. 25 psig 15 peg Air Air Figure 4.48 System Exercise 4-13.

4-13. A vertical square gate separates two compartments of a pressurized air tank, as shown in Figure 4.48. If the gate has a side dimension of 2 ft and is hinged at the top, find the minimum force Q (acting at the gate bottom) required to open the gate. 25 psig 15 peg Air Air Figure 4.48 System Exercise 4-13.

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.22P: Why is it so difficult to process MSW?

See similar textbooks

Similar questions

I need the answer quickly
Determine the maximum height d the glass can be filled with water so that no water spills out when the glass is rotating at 15 rad/s.
20kN D 10kN- 30° A OB C t 3m 3m Calculation of reaction and draw AFD, SFD, BMD. Thank you.
20 kN 40 kN Draw SFD B.M.D B- lom lom 20m 20m Consder reaction at Support B as redundant
Figura P2.43 550 mm 75 mm 100 mm 2.44 La barra rígida AD está soportada por dos alambres de acero de in. de diámetro (E = 29 10 psi), un pasador y una ménsula en. Si se sabe que los alambres estaban originalmente tensos, determine a) la tensión adicional en cada alambre cuando se aplica una carga P de 220 lb en, b) la deflexión correspondiente del punto D. 1 8 in 1 10 in 12 in Figura P2.44 E B 12 in AC P 12 in D
figure below. The specific of oil is 0.8. (H₁-3m, H₂-2.6m, H3-4m, P-49.05 kPa, L=5m) 2.8. Calculate the force F necessary to hold the 4 m-wide gate AB in position shown in the A 2 hinge triangles lix5x48-4080 13 Air Oil Water H₁) H₂ H3) P 8₁ 40+ +/215 1197
Plz, solve this problem as detail as clear plz Reg.no: 5395 Fluid Mechanics-2
Compute the moment of inertia for the built up section shown below about the strong axis only. (Group 2) ½"x 4" Web Flange Distance Area, Depth, Work- k T able Gage k Thickness, 2 Thickness, Width, br Shape A Kdes Kart in. 7.64 7%8 0.810 13/16 1.21 12 1.15 1/16 in.? in. in. in. in. in. in. in. in. in. /% 152 32 W18x71 x65 x60 x55° x50 20.9 18.5 1820.495 2 19.1 18.4 18% 0.450 16 17.6 18.2 184 0.415 /16 16.2 18.1 18e 0.390 38 14.7 18.0 18 0.355 %% 7.59 7%s 0.750 34 7/8 13/16 13/16 7.56 72 0.695 /16 1.10 1 16 7.53 72 0.630 %8 1.03 1%16 13/16 16 7.50 72 0.570 16 0.972 14 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties Criteria ho Wt. by Ib/ft 2t 71 4.71 32.4 1170 65 5.06 35.7 1070 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 Cw S in. in. in. in. 127 117 in. in. 60.3 54.8 in. 15.8 1.70 24.7 14.4 1.69 13.3 1.68 20.6 in. 3.49 in. in. 7.50 146 7.49 133 7.47 123 7.41 112 in. in. 2.05 17.7 22.5 2.03 17.7 2.02 17.5 2.00 17.5 1.98 17.4 4700 2.73 4240 984 108 50.1 2.17 3850 890…
H.W6: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for part BCD A 2m F water 4m G 2m B water HCI E 2m 2m + 2m 12m2r 2m D 4m
0. Im 0.3m hole I= 0.5m 0.3m 0.2m0.lm 2 Find the reactions 40kft Ag By- 18 3 FBD Final FBD 309 Summer 21 Exams 11/ 16 6/30/21
من هم سدفة فلیصلی علی H.W.10// is the gauge pressure at the center of the pipe (a) negative, (b) zero, or (c) positive? Neglect surface tension effects and state your rationale. Speie priy LD Specie griny-20 مرّ للأعلى لاستعراض الفلاتر إضافة شرح. . . + mum < V
46 46 21:28 O 0 3念 ll [Templat 3. Calculate the val on net area will You Jay ar +4 PROBLEM 8. The critical plate for tension. 2. The maximum load carried by the connection considering tension failure of the plate. The maximum load carried by the connection considering shear failure on the rivet. 4. The maximum load carried by the connection considering bearing failure on the rivet. 5. The safe tensile capacity. 6. The efficiency of the joint. Two plates 14mmx150mm and 10mmx200mm are lapped together using 25mmø rivets as shown. The allowable stresses are: Tension = 100 MPa, Shear = 70 MPa, Bearing = 120 Mpa. Determine the following: 10 x 200 14 x 150 свА II