12m A 10m H B / 1/2m a с SOKN 12m LOOKN 10m 75 KN Find Forces на НВ.Ва, вс W DE RE

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

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

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Q: Prablem6: IP the.channel shoun.in.CrassSectfan. isafearth (nm.O.025).and.has slope.of.…

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

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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…

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Q: (20 KN : Giv en ! [ 179.8 x10ommu E : 200 Gpa Req'd : a) loca him of From A- b) Slape @ Hthe 3n max.…

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

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

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

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Q: Analyze the beam shown below and draw S.F.D and B.M.D. A A E 30 kN-m B x3m 3m² 40KN F с 2 40KN *2mx

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

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

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Q: Draw the shear and moment diagrams of the following beams by semi-graphical method. Write the shear…

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Q: REACTION AND MOMENT AT. AT A AND B

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Q: 36.6 кра 1 сокра · Sassouts inoys. 150 кра 36-6крис сиищји! н рию нишуюся - х по нотижо pint fun…

A: stress in X direction=-150KPastress in Y direction =-150KPashear stress =-36.6KPaFind major…

Q: 5 KN 3m lom calculate SuPPost deactions SUPPOSE moments and lo cation of Pant of contaafiexuse

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Q: LQ5J( problem 3/203p134) رسم السؤال Determine the reactions at the pin A" and the roller Er if (p=…

A: To find reaction at support A and E

Q: 53. Determine the Moment at point B. a. 24i - 8j - Ok c. 15i - 4j - 36k b. 15i - 4j - 36k d. None of…

A: Moment about B is given by the cross product of (F ×Z) F = force vector Z = distance BC F =…

Q: The steel compression strut BC of the frame ABC in Figure Q1(a) is a tube with an outer diameter of…

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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

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

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

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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: The centre of gravity of a semi-circle lies at a distance of ---- from its base measured along the…

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

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Q: Moment at B

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

Q: An M pair of forces is applied to the beam shown in cross-section in a plane that makes rertical B…

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Q: Compute a.) Fixed-end moment b.) Distribution factors c. ) Moment @ B

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

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Q: Design the beam. The beam dimensions is limited to 400mm by Gromm - fy = 415 Mpa, fc²= 28 Mpa.…

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Q: compute for the reaction

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Q: SIT. I 26KYm A 7m f from Sm B Use TME 180KN Im sm Harr f E = 110 GPa I=2010 x 10 mm²¹ Det. 3M a.) MB…

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

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Q: luhat o the Corhital nadient Sar coarse raned doil hich has voidratio A 0-86 and fecific grauity…

A: Introduction : The given question is related with geotechnical engineering . In this question we are…

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

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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…

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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: 10 m B 60 KN 40 KN 80 KN 30 m 50m- 50m 30m

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Q: 15- ...... are the wave of energy caused by the sudden breaking of rocks within the Earth. from the…

A: Earthqauke or explosion causes release of energy in the form of seismic waves inside the earth.…

Q: Calc forces HG ,HB,BG and BC

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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.