Consider the following terms related to irrigation requirements:1. CIR3. GIR2. NIR4. FIRFor a given setup, which of the following is the correct relation between them?A1> 2 > 3 > 4B1< 2 < 3 < 4(1 = 2) < 3 < 41< 2 < 4 < 3Your answer is Correct

Answered: Image /qna-images/answer/116d8c61-1820-46db-a88d-d73edf2c9f8a.jpg

Consider the following terms related to irrigation requirements: 1. CIR 3. GIR For a given setup, which of the following is the correct relation between them? 2. NIR 4. FIR 1> 2 > 3 > 4 A B 1< 2 < 3 < 4 (1 = 2) < 3 < 4 1< 2 < 4 < 3 Your answer is Cor

Consider the following terms related to irrigation requirements: 1. CIR 3. GIR For a given setup, which of the following is the correct relation between them? 2. NIR 4. FIR 1> 2 > 3 > 4 A B 1< 2 < 3 < 4 (1 = 2) < 3 < 4 1< 2 < 4 < 3 Your answer is Cor

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

P.2 of 6 2. PA = 752 Pa WATER S.G. = 13.55 Hg Hg 0.4 m 10.1m FIND h IN METERS STARTS A WATER PIPE 0.2 m P 101.3 Jefa %3D Hg ATM ENDS EQS P= よん I = 9.892N %3D %3D
A water treatment plant (WTP) in Pulai Jaya Baru has a design water flow of 3.8 x 10³ m3/d. The rapid mixing tank uses a mechanical mixer with an alum dosage of 30 mg/L and a hydraulic retention time (HRT) of 1.5 P.-P.(1+r) WD. - P.xC.x+ WD P-0.SCoApu, UTM r-l+0.5 (axbx h) %R =Sx 100% minutes. AH (R, +R,) AH, (R, + R,) ¸ AH, (R, + R, ) R, = Compute the volume in m3 and dimensions of the tanks in meters (with equal length, width, and depth). H Q Zoom 3.96 m3, 1.58 m B 5.7 m3, 1.58 m 3.69 m3, 2.58 m D 3.8 m3, 2.58 m
Find CLR? ( ) Ib/ft3 (*No unit) QuR = 2.0 ft3/s CLR = ? Lb/ft3 Lodge Run = 106.0 ft³/s Qout = 108.0 ft³/s Cout = 1.0 lb/ft³ QRR CRR = 0 Ib/ft3 New River
These are the correct answers, the anwers that you have provided are wrong please redo it
Need sap. Please be clear and detailed with your solution. Box your fina answer.
RCP (REINFORCED CONCRETE PIPE) 8. A road construction requires 12 pcs concrete pipes at 90 cm diameter for drainage purposes. Determine the quantity of cement, sand and gravel required for the manufacture of said pipes using class "A" concrete (except for reinforcement which will be discussed in chapter 3) D d = 0.90 m. 1.10 m. 1.00 m. Concrete Pipe
For the beam and loading shown, (a) Use discontinuity functions to write the expression for w(x). Include the beam reactions in this expression. (b) Integrate w(x) twice to determine V(x) and M(x). (c) Use V(x) and M(x) to plot the shear-force and bending-moment diagrams. Let a = 4.6 m, b = 1.6 m, WA 19 kN/m, and we = 48 kN/m. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Determine the oil surface elevation at section 1. Elevation = ? 60 m Oil, S = 0.9 v = 3 x 10-5 m²/s K₂ = 0.5 ww =2< * 7m + k₂ = 0.046 mm D = 0.1 m O None of the answers are correct. O Oil surface elevation at section 1 = 170.35 m 130 m Q = 0.03 m³/s Oil surface elevation at section 1 = 136 m O Oil surface elevation at section 1 = 175.35 m Elevation = 130 m
3. Develop a step-by-step flowchart to analyze columns for a specific state of strain. $ R 1's 40 EL % V 5 Q Search 116 4- JEG F T 6 4+ H 7 * 8 DII ( B N M 9 DU K O VO O P prt sc { + ? 1 back
2 ft DETERMINE h so THAt THE CONC. DAM STARTS To TIP OVER CPIVOT ATA) SEEPAGE UNDER PRODUCES A UNI FORm PR ESSURE PeIsm un DER THE ASSUME 100 ft WIDE THE DAm AIR 12 ft DAM. THE DAM CONC. IS Do NOT SOLVE MATH. BUT SET uP THE EQS ETC THAT WOULD LFAD TO A SOLUTION 4 ft NEAT FBD IS RE QUIRED PATM 14.7 pois PABS = Pim + ens Fathee A Padh F = PA
O'OIS 0.056 Determine x 100 = In Figue Qs tanks A, B. & Care Connected by pipelines L₁, L₂ and 13 of diameters and lengths shown. Assume f=0.022 i flow in qs Pipes BD water deration 26.8% VEL=45m and CD In tank C LA = 1500m D = 30 cm =0.08m³/s LB= 600m DB = 30cm Lc= 1000m De: 25cm C EL=36m B
Q2. Fit a polynomial and find C @T-0 T -50 -20 10 70 100 C 0.125 0.128 0.134 0.144 0.15