a) Compute the vertical stress increment due to this uniform load at a depth of 5 m. below the center of the circular area. b) Compute the total vertical pressure at the. came location.

Q: 5 The beam shown in Fig. P.20.5(a) is crossed by the train of four loads shown in Fig. P.20.5(b).…

A:

Q: El aire a una temperatura de 80°C fluye a través del tubo. En A, la presión es de 20 kPa y la…

A: We are given Air at a temperature of 80oC flows through the tube. In A, the pressure is 20 Kpa and…

Q: HW-3 A hall with measured length equal to (40m) and measured width equal to (30m), the standard…

A:

Q: 3. Determine the pressure in point 1. Il axdc026360.roc2.blindsidenetworks.com is sharing your…

A:

Q: Homework 5 K/ft M@each 20 K joint=? 18' 12 15 EI, constant MAB= 43-63 K ft MBA= 86-07 Kift =MBC…

A: Given Frame:

Q: 4 years R = 30 cm² Jes (P₂ of Vain fall=130cm, Area = 2500km 2 Find AS

A: Rainfall(P) = 130 cm Runoff(R) = 30 cm3/sec Period = 4 years Area = 500 Km2

Q: complete

A: Using manometer principle

Q: loving to another question will save this response. con 37 A pressure gage 10.82 m. above the bottom…

A: Given data in question.  Pressure  Heigth above the base To find out  Density of fluid  Note…

Q: An open rectangular tank measuring 5 m long, 1.82 m wide, and 2 m high is filled to a depth of 1.6 m…

A:

Q: Observation Length of the pipe (1) = 3m Diameter of pipe (d) = 20mm Area of collecting tank (A) =…

A:

Q: Example: A k E = 2*10³ kN/m² I = 1 *10-4 m4 20 kN/m 4m Required: AB Ο 21 * 2m C * QAD nswers in…

A:

Q: ?----=In fig. D1= 50 mm, DO=25 mm, p1-p2= 20000 pa., CO=0.7 ,Q P₂ 0 0.0025 m3/s O

A: Given, D1 = 50 mm  Do = 25 mm  ∆P = 20000 Pa  Co= 0.70

Q: Inclined U-tube manometer (1)- Figure 2.12 © John Wiley & Sons, Inc. All rights reserved. . (2) PA =…

A:

Q: can you use Artesian formula

A: Given Radius of influence = 350 mdiameter = 30 cmlength = 25 mPermeability = 45 m/dayDrawdown = 4 m…

Q: Calculate Tension CD. 2m 3.5 m B Y 250 N -2 m---2.5 m f1.5 m- 500 N

A:

Q: Head Loss (m) 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0

A: The loss coefficient for a gate valve, also known as the "flow coefficient" or "resistance…

Q: cal 114 kN/m UT IM اما 14KN/m 1 u² ul

A:

Q: 2. Frame-El is Constant 20 kN- 3.00m 3.00m O EI 2.00m 10 KN D ΕΙ 2.00m ET 5 kN/m ΕΙ 4.00m

A: Given: Required: Use force method of analysis

Q: recheck with solution please. interpolate Specimen No. Time (second) Penetration (mm) 1. 30 40…

A: Interpolation is a technique with which we can find the value between two given points .

Q: 1. A steel tape have a standardized length of 30.00m, with 5 kg tension, at 30 °C, and supported…

A:

Q: Waner flows steadily trom the large open tark shown below. if viscous effects are neglgtle,…

A: We have to find Discharge Q

Q: Is it 49.3 kN down or up???

A: This question is related to the Structure Analysis. In this question Reaction at B (Rb or By ) will…

Q: Determine degree of saturation  Please

A: Given data : The value of specific gravity (G)=2.7 The value of void ratio (e)=0.52 The value of…

Q: For Slow nate 28 Lis Find EL. 60M pump Power 4ち0 El. 30M

A:

Q: Solutlon: Given data: STEP AB = 3m ie [6: sm 2.50m A 1'5 m STEP 1) 1. Magni huele of the Horizonheul…

A:

Q: V Dre Matm Ot *Exercise 1: The gale 90 is suhjected to waler pressure as shown in figure. Find (Fy…

A: To find Fh and Fv

Q: A 100m tape was used to measure a dista was 880.00m under 45 C°. The elevation standardized length…

A:

Q: Given the following differential level notes: STA BS HI FS ELEV BM-1 1.73 346.50 TP-1 2.50 185 TP-2…

A: Given data in question  Back sight Fore sight Elevation of BM1 To find out  Elevations of all points…

Q: 5. A line was determined to be 3798. 25m when measured with a 50m steel tape supported thorughout…

A:

Q: A 2EI 2 m EI 4 m ✓ 12 kN/m 4 m 16 kN 2EI 4 m EI 4 m IITTI D

A:

Q: An aluminum block (SG=2.5) has a dimension of 0.37 m x 0.37 mxh meters. It is floating in mercury…

A:

Q: Ex-6. A steel tape with a cross-sectional area of 0.039 cm? and weighing 0.909 kg has a length of…

A: We have to determine the corrected horizontal distance

Q: In an experiment with right-angled V-notch the discharge is calculated to be 0.05 m³/min. Taking…

A: Given data :Discharge (Q) = 0.05 m³/min Coefficient of Discharge (Cd) = 0.63 Actual Discharge…

Q: Water flows through a 1950ft pipe 6 inches in diameter at 3 cfs. find the headloss (ft). using…

A: Length of pipe = 19520 ft Diameter of pipe = 6 inches Flow = 3 cfs f = 0.025 To find:- Headloss (ft)…

Q: Date: Figure shows differential manometersused to meosue pres su re înside a pipe If PA- PB =…

A:

Q: Find the cam diameter and actual volume displaced? Volumetric efficiency 1420 rpm, e = 14.67 mm, L =…

A: Volumetric efficiency, ηv=91.87%=0.9187 Vane pump speed, N=1420 rpm Eccentricity, e=14.67 mm=0.01467…

Q: Ejercicio 3 Calcule 2/3 a La deflexión en los puntos B, C y D (en my mm) b. El giro en los puntos A,…

A: Given Values E = 70 GPa = 70 × 10⁹ PaI = 2400 × 10⁶ mm⁴ = 2400 × 10 m⁴MB = -20 kNmMC = 100 kNmMD =…

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.