H In fig find the force of the water of the tank bottom, if H=2 m, width= 1.5 m and long (into the paper= .3m P. Z ↓↓ Liquid PB atm ↓↓↓↓ 88200 lb O 88200 KN 88200N
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- Given: F |Change in length of CF=0.00208a mm Area(BE)=150a mm? Area(CF)=150a mm² 18а mm E E=200 GPa Required: Load P=? B 26а mm A P - 24a - mmComplete the following Profile Leveling Notes: (Use 2 decimal places.) STA BS HI FS BM1 0.95 1 2 TP1 3.13 0.64 3 4 5 6 7 TP2 2.16 ? 8 9 10 11 TP3 0.82 2.37 TP4 1.35 3.50 12 BM2 1.24 IFS 3.0 2.3 2.7 2.8 3.1 0.5 0.8 0.9 1.2 1.7 2.8 3.0 ELEV 225.50 ? ? ? 227.66 ? ?Hiw to find the following, Thank you.
- momentum.pdf 9/1 The se extra examples are presented by Mohammed Dheyaa 2021© H.W.l Giuen V, = 25m/s S.g.= 0.83 Find the force requited F-マ。 plate d=somm v, = 36m/s negkcting frichion betu1. ム 0. 33 N V= 0.33 fes OIL PLATE 0,67 Iw. OIL FIND THE FORCE REQUIRED DATA : 0.0063 b. SEC A BSOLUTE = VISCOSITY COL) DENSITY 1.78 SLUC fut 11 OIL A, 4 ft? 4 fiat PLATE E QS T = Ju dV F = 7 A9:£E O %OA N ... + OY1A ullAsiacell HW3.pdf > Name: Class: . *** Assignment No. 3 Q4- A rectangular gate 6 ft tall and 5 ft wide in the side of an open tank is held in place by the force F as indicated in Figure. The weight of the gate is negligible, and the hinge at O is frictionless. (a) Determine the water depth, h, if the resultant hydrostatic force of the water acts 2.5 ft above the bottom of the gate, i.e., it is collinear with the applied force F. (b) For the depth of part (a), determine the magnitude of the resultant hydrostatic force. (c) Determine the force that the hinge puts on the gate under the above conditions. Water Hinge 0 Gate 6 ft 2.5 ft
- Exercise 3 Hydraulic conductivity & stress. Referanser Masseutsendelser Se gjennom Visning Hjelp *A Aav A AaBbCcI AaBbCcl AaBbC AaBbCcl AadB AABBCCD A . Dv A T Normal TIngen m. Overskrift 1 Overskrift 2 Tittel Undertittel Avsnitt Stiler B. Stress and stress path (chapter 8, book By Muni) Basic concepts: stress & strain 1. A cylindrical sample of soil 50 mm in diameter × 100 mm long was subjected to axial and radial effective stresses. When the vertical displacement was 2 mm, the soil failed. The stresses at critical state are ('P2)1 cs = 280 kPa and (o'3)cs =100 kPa. The change in soil volume at failure was 800 mm3. Determine: (a)the axial strain at failure, the volumetric strain at failure, (b) (c) the radial strain at failure, (See example 8.1) InternakNormal Tilajengelighet Undersok A 囉#The degree of indeterminacy for the structure is given as 24 kN 5 m w = 12 kN/m A B 10 m 3A m a. Three O b. Zero C. Five d. FourFN=130 with solution please! thankyou
- Q2: Determine (Y). If PA - Pg = 6624 %3D 40 Marks Water Water Mercury 6YPls give me solution in 30min Do fastQ2: Determine the resultant about the point O of the four forces and one couple which act on the plate shown in the Figure below. Note for the resultantot fore es, you 30N 5 m- should compute the magnitudo $K direchion 25N 45 2 m 70 N.M 2 m ZON 1 m 40N 30 Pagel