Prablem6: IP the.channel shoun.in.CrassSectfan.isafearth.(nm.O.025).and.has slope.of.(lacmper1Km).cwhat.rate.of Flo.shouldt Carryat the given.depth.?...m.3.3m 2m6.7m2-1 3-3m 2mlota:use Manning.equation. farsalutian.....+*....... .... ...

Answered: Image /qna-images/answer/0a897119-5a5c-4b01-a00b-350bdaf58558.jpg

Prablem6: IP the.channel shoun.in.CrassSectfan. isafearth (nm.O.025).and.has slope.of. (lacmper.1Km).what.rate.of Flo.should t Carryat the given.depth.? ..Hm. 會 3.3m 27m 6.チm 2-1 3-3m 2m hota:use. Manning.equation.farsalutian.

Prablem6: IP the.channel shoun.in.CrassSectfan. isafearth (nm.O.025).and.has slope.of. (lacmper.1Km).what.rate.of Flo.should t Carryat the given.depth.? ..Hm. 會 3.3m 27m 6.チm 2-1 3-3m 2m hota:use. Manning.equation.farsalutian.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Find the hydrostatic force, diveteón on the inclined ond positión of CP) sucb merged surface as…

Q: Draw the B.M.D. for the following, (EI) is constant. 40kN/m 、芒 3m 3m

Q: ns:307cm Sem Lec.

Q: * TRIANGLAR CHANNEL WITRr ews INCLINED40° wimt THE HORIZENTAL IS LAID IN SPE.aCE n- 0.01. DETERMINE:…

Q: #1-A rod 150oom Matates in a horizmtal plane about a vertical axis thru its center. At Cong ench end…

Q: 3 A rectangulas loaded midspan The beam are 15m simply supported beam Find with is unfermly from…

A: Length of span = 15 m Load applied = 400 kN

Q: 20 3 2K/1 Zopty TITIA gk 6² B * 61 DETERMINE THE AS lok" Le 水 3K|' 6 6° INTERNAL MOMENT AT POINT B

A: Bending moment at B = 240.62 kip- ftExplanation:Step 1: Step 2: Step 3: Step 4:

Q: SIT. 2 EI = constant 212KN 7KNM 1.Sm 3m D 1. Sm A 在 a.) VA b.) ME c.) v. Diagram ( Vmax) 2.

A: xc

Q: A Sollau circular Sh oft has an outer oliamety f 200 mm and wal thic kne * 5o mm transmit a tamaue g…

A: Outer diameter, thickness, Torque applied to hollow circular shaft have been given and it has been…

Q: Theay of shrucheres ce the Area- Mement methed ho calculato Me slope and deflectun about palat B of…

Q: B 130° 130° D

Q: 1. Determine the Degree of Freedom of the following Structure

Q: AST A 1 r 20kN/m 4. N०६ 730° 50kn Im 2m 3m B r Ax. Ay, Ey.. S.F.DB.M.D. - S.F.D X->Hm B.M.D -I'm…

Q: eterminethe point Omoment (Mx, My, Mz) of force Facting on point C.

Q: DETERMINIE THE T AHP THE MOMEHT OF IN ERTIN oF THE COMPpooITE SECTION It A I"x 14" TEEL COVER PLNTE…

Q: E. .K .... 12 ..... A ... C アアD Dy 3my 3m 3m. Find all forcesr

Q: Determine the tension developed in wire CB required for equilib Kg cylinder take angle 0 =40…

Q: GN ,6N Actual Beam 1a5mr 12S mm 125mm Soamm 6N 6N Puimay stnctine AB By = IN By Redundant lathlied…

Q: REACTION AND MOMENT AT. AT A AND B

Q: find the reactions. Determine the following. a) EIy at 1m from pin support b) EIy' at midspan c) EIy…

Q: a) Waer flows aut thrauhalorg redanglar opering inthe sidedf atark The sheet of water ast emerges…

A: Given: Velocity(V)=7.5m/secThickness=3 cm=0.03m∅=60°No acceleration will be held at horizontal…

Q: MEMBERS BE, CE, & BC BEST STARTING JT. FOR BE, CE, & BC IS AT JOINT E COMPLETE WORK WITH FBD

Q: Calcul ate 1- lentroid of the solid end of the beam 2- create a shear ard moment diagrams (unit: bo…

Q: +y A B a +x 12 Three coplanar, concurrent forces at O Vertical component of force B will act along…

Q: RI a nonim smos ya beinson Pohidabbl Р ↓ р Puad ↓ 825 a Derive the maximum deflection 39820 R22 peit…

Q: 1.)complete the force in cach nenber fo the r kewn below. SState whether the membeis are n tension…

A: Step: 1 Truss: - It is a pin jointed frame where bending moment does not exist in members carry…

Q: Giuen the measurment.detda.bela.for. channed..determine.the.discharge. Land mean. Lielactky a…

A: The values given in the question are as follows: Distance from bank, m 0 10 20 30 40 50 60 70…

Q: Hiw 3.1/Member Ac Shown in fig is subjected bo a verbicul force of 3kN. find the posibion. Xof the…

Q: d lventia 4 the Compulu for the moments Conmposilu figm with Kepet to to fo loving a) X 6) yn )…

Q: Moment at B

A: Given data in question 2D frame Point loads Dimensions To find out Moment at Point B

Q: Given.the follawing.6-hn.Unit.hydrograph.Astorm had.three. Sucessive.6mhr.intervals.of.rainfal…

A: The resultant hydrograph can be found out as shown below: 1st 6-hr 2nd 6-hr 3rd 6-hr…

Q: Given. the.follawing.hn.Unit.hydragraph.Astorm had.three. Successive.6.mhr.intervals.of.rainfal.…

A: Solution: Given Data: A storm had three successive 6 hr, the interval of rainfall magnitude of 3,5…

Q: 3m 20 KN 2m C 1 t 3m hinge 30 KN M The 2m OKN DE F zot 2m 2m

Q: Find degree of static indeterminacy

Q: A mago an is launched wrthancitial speod 400 sec. The launch ouns le a O - s0°. The landing anea &…

Q: 3. Drawtheshearand moment diagramofthe beamloaded asshown. 4 kN/m |A C B -1.5 m -1.5 m- -1.5 m -1.5…

Q: HW #7 I. Solve the problems below using the Moment Area method. Find AA: A sk 2' 4¹ 6K 3'

A: Given:Required:Deflection at A using moment area methodNote: As per bartleby guidelines, only first…

Q: 201 3m 30gge 40 KN.M 2m ditation 4 p 600 3m 2m 8m B INTERNAL HINGE C 2m 2m 2m 30 2m 60⁰ 3m KES 3mm…

Q: 40 kN 25 kN 15 kN/m D 3m 10 kN/m 2m 1m 1m elect one: O a. 90 kN Ob. 70 kN Oc 42 kN O d. 50 kN

A: To find moment about point B

Q: HW2 Use the slope-deflection method, draw the axial force, shear force, and bending moment diagrams…

A: Consider the fixed end moment Consider the span AB ( A is hinged}

Q: Draw the moment diagram for the following beam

Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Prablem6: IP the.channel shoun.in.CrassSectfan.
isafearth.(nm.O.025).and.has slope.of.
(lacmper1Km).cwhat.rate.of Flo.should
t Carryat the given.depth.?.
..m.
3.3m 2m
6.7m
2-1 3-3m 2m
lota:use Manning.equation. farsalutian.
....
+*....... .... ...

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Situation #2 The igid bar BC is Gapported by the steel rod AC 4 CTES- sectional area 180mm?. Find the vertical dieplacement of point c causea by the 15-kn bad, Use E = J00 G Pa 40° 3m Iš ka
How occuro at (ス Form. depith of, ,4m, üna long 1,4M ün a rectongulay chapanl ectane 2,8m, mde 51 slope g 0, 0009 I and Caud to Mannigs neha's n=0,015. calcula te: The e makimum height the e tooupopor hump on the MM slopr bo propdlace ica de son the bhe OF contraction wödth Inhigh ill hich will produce ontical crito deatn ithout increasing nothout increasing the upstiream
ASSIGNMENT I SIT 1. 100 км 12 км. Im 2m с 2m B EI = constant. D 3 kN/m 4m det. a.) GA b.) GE (.) 60 E d.) Sc e) Omax
Prablem 1, the Stage.discharge.data.ofartuer.are. given.below.Establish the.ratingCurve. by.assuming.the Stage Value.for Zero. discharge.as ( 2a.5m) Also.determine.. the Stage.of.theriver. Carrespanding to. adischarge.of(300am2/sec).?. Stage (m) 21224 228 23 23-4 23-7 24-1245248 25425.1 255 259 26-3 Discharge too22029s. 0049o Soa 6ha780llole 122 130014201sso 1760 /sed Problem2: thefollawing.discharge.fn.Carres Ponding Stage.reading.are.obtained from. the measurment. Frnd.the.bea.st.equation. of the form.Q=KCH-a).b and find the DIscharge.Corr.esfanding. ta. (3am)stage.Als.ofind.thestage CorresPanding.ta(Zero)discharge?- (H-a)m to 20 Зо 50 80 Discharge lo. m3 Isec వెంయ 1o00 240 Problem5:1 Giuen the measurment.data.belowfor channel.determine the discharge. and mean.Liclactty of Elow.by.applying (Manning. Formia).Assuming.that. ((Y5/2)CanstantAlso Tindthe.disch arge.ct. distance frombankm From the hank.ofchannel? 10 20 30 deptho fucter,m 1.0 20 2.0 2.0 20 2020 1o 0.8 1.4 1.3 Ho 50 60 70…
uijjju67iuj67ji
) water is plowing at the rabe of 3r0 /sec from. A te E as sho wn in the pigure. Compute the plow in each pipe in litisec and the all to tal head luss: Assume 350mm 6, 800m f=0.02) for pipes. Q = 350 t6 300mm0,300m (!) (3) C (6) E 300mm , yoom 74)
I need solutions
20KN 120 KN 120KN EV GOKN 40KN 40KN 2m. B 3m 8m 3m 3m 2m Determine the menber force on mem ber El. 4m
A.3-Stations.of.Precipitation.recording.distributed.as. Shownin.a.Circular.area.of.radius.eğual.to.5K.. The Data recorded.are.:-. Station A Yain fall 8Cm B. C 40mm 12Cm Determine. the.Mean.crea.Precipitation.over.the.whole.are by.Using.ThiessenMethod.?. ...... A B to Rla R/2
SON/m A 9m lom 12m 12m Determine the vesultant farce (R) and indieste its location from point (B)
20 kN.m 2 kN/m A- B CO 2m 4m 2m