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: 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).…

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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: DETERMINE THE c толит UCE E = 10, A = 5 in L₁ = 4 FT L₂ = 5ĦT L3= 12FT P = 42K

A: L1=4 ft L2=5ft L3=12ft A=5in2 E=10000ksi to find horizontal deflection at C

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: DETERMNE ALL BAR FORCES. N ORDE AS LUTED DELOW. AB AC BC EG BD F6 8 YOUR YO HAS WAJA YATIAS BE CVBV…

A: Converting the udl into Nodal forces, and redrawing the trussLength of member CE =EG = 4.12 kN

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: 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: в м JA ка т 8m вки. В бки. sm в ки C з ки 8 м в ки H D вмя 12 ки E RE Calculate Forces in AF, AB,…

A: Given:Required:Force in AF, AB, FB, FG, GH, GD and CD

Q: 3) 100 клу lom 50 куп A

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Q: REACTION AND MOMENT AT. AT A AND B

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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: DETERMINE ALL 3 REACTIONA Foe THE BEAM SHOLIN PDELOL. 3ok 10'

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Q: equivaky an Replor the loacdna Systnm ay resultent orce ared Couple momen acting at Pont A 300M 300M…

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Q: EX Find them increase in th chischerge when H head in He inlet was o13m 0.3 Sl. Lelsoom bistom he…

A: Given,D1=0.6mL=1500mF=0.01HF=0.3mcasea When only one pipe of…

Q: 8m L=6m f B 200 KN 2m N 2m BKN L=Sm Imm D 41.5m Use TME I= 1500 x 10 mm Det. a.) MA b.) MB c.) Rc…

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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: 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: 400 30AM 35 Mm

A: Note:- As the question is multipart question, as per the policy of Bartleby we are solving first…

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: Deterntine the magmitude f f lin N) such that the net momtnt ebout paint O is Zero 3KN •A.

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Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

A: Given data:- Below diagram is given

Q: compute for the reaction

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Q: 15ft 12.5 ft 400 lb ВС 30ft 2 ВЕ AE 3 Ax=50 lb Ay=354.4545 lb B.

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Q: lokal 12fN 7HN 12k A 一→ 一→ t lm X fm 3mイ2m 5m

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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: In the Figure Given Cage System a) Support Data Calculation. b) AC and AD Calculate the forces in…

A: To support reactions and force in member AD and AC

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

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Q: erts on the AB 7

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Q: 2. The friction force developed on the block=.. A.56.25N 200N SON B.225N 30 C.40N D.43.3N coeffecent…

A: in this question we need to find out friction force developed on the block.

Q: need the answer quick

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Q: A and A Smach AB s supported y aroller Bram at - and y-Gmpo A ar d surpiAR Pm B. - Calrulak the…

A: Since the question number to be solved is not stated, the solution for Question 1 is as follows: The…

Q: A16-cm daneter perforateel coning a sunk ià a stratum depthof13m beloo the ates table to impertiaus…

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Q: 15kN 12kN 10KN 40KN/m 30KN/m 20KN/m OB C 1.50m 2.50m 2.50m 2.50m 3.00m 4.00m 4.00m 5.00m 4.00m

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Q: Determine the velscuty attained by block,B a distance affer moring Ý #m ctarfing from Ress? In wha…

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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.