Using MDM, what is the reaction at support A? 4 kN 20 kN 18 kN 4 kN/m B C. 2m 6m 2m 2m 4m 2m Select one: a. 11.09 kN O b. 13.69 kN C. 12.32 kN O d. 15.21 kN

Q: 4 kN Q3: Find the reactions for the following 65 KN 3m 55 kN/m TNII!! 40 5 kN/m 4 m C/72 kN.m D 1.5…

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Q: 20 kN 20 kN 20 kN H Ha 50 kN 10 kN +10 kN 6 m E G 3m - 3 m - 3 m 3 m - FIGURE 1

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Q: 4 kN 5.657 m 4 kN 3. 8. 4 kN 45° 平 4 m 4 m 5 kN 6 kN From the figure, solve for the force in member…

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Q: rent Attempt ln Progress Determine the shear force Vin the beam at a point located 0.70 m to the…

A: Given data, By = 300 kN Cy = 125 kN

Q: Find the total force on the side of a water-filled cylindrical tank with 5m height and 10m diameter…

A: step 1-

Q: 150 kN 120 kN Hinge 3 kN/m B- 3 D F E 20 m Hinge 20 m 20 m 20 m 40 m -40 m 40 m

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Q: Q2: Determine the reactions and check stability of Frame structure. 120 KN 10 KN/m 6 KNim 1.75 Fixed…

A: Data Given: Asked: Determine reaction and stability of the frame structure

Q: 75° 30° 30° F₁ = 4 kN F₂ Determine the magnitudes of the componets (F2)u=? (F2),=?

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Q: 5 kN 20 kN/m B. -211 3 m

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Q: Show shear and moment diagram using these reactions  M a=-75.266 kN-m, b=-31.7110 kN-m, c=-106.288…

A: Given data  Moment  MA = -75.266 KNm MB = -31.711 KNm MC = -106.288 KNm MD = -87.38 KNm Reaction at…

Q: • Find: External reactions in x and y directions needed to hold fixed vane. F,+ • Solution: OIS =…

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Q: 30 kN/ m A C 6 m 5 m

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Q: • Find: External reactions in x and y directions needed to hold fixed vane. F,+ • Solution: OTS =…

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Q: Using MDM 5 cycles, what is the resulting moment at point C? 4 kN 20 kN 18 kN 4 kN/m A B C D 2m 6m…

A: Finding out resulting moment at point C.

Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…

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Q: 2m

A: Determine support reaction

Q: A semi-circular gate AB in the figure is hinged at B. If YH,0 9.81 kN/m³, a. Compute the hydrostatic…

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Q: a depth of 2 m. Compute the smallest amount of an unbalanced force that will cause the greatest…

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Q: 10 KN 5 m

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Q: Assume that Mo = 5.80 kN-m and L = 4.50 m. Determine the reaction at support B. Assum %3D A B O…

A: L=4.5m Mo=5.8kN-m

Q: 1) Shear and Moment Diagram for: 80 kN 10 kN/m A 2 m RA 8 m Rc 2) Shear and Moment Diagram for: 20…

A: Shear forces are the sum of all the forces acting on the beam.it is taken as positive for upward…

Q: 48 kN/m 19.96 KN A 41 21 C D -4 m- -3 m 1.5 m

A: Moment distribution method - when kinetic determinacy of structure is less than static indeterminacy…

Q: w kN/m) L(m) B. If L=12m and w-18 kN/m, calculate the vertical reaction at A kN ISelect) B, kN…

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Q: The shear diagram for a beam is given below. 30 kN 47 25 kN -10 kN - 20 kN tismt2 m 2 m: 2.5 m -…

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Q: Loading status in figure q = 4 kN/m, P= 48 kN in the bar dimensions

A: Solution:

Q: to m B 3 m S 5m Find: Force e, RA, RB

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Q: Material - steel truss DISPLACEMENT DETERMINATE TRUSS (EXERCISE 3.2) Ve = ? VA = ? HA = ? A =…

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Q: nd the horizontal thrust

A: solution of above problem is below:

Q: Determine the force BD? 400 kN 3 m 500 kN 50° D. 4 m

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Q: 17.3 kN/m 5.65 m 1.75 m 2.3 m Determine the moment at Bin kiloNewton-meters (kN-m)

A: We are asked to find moment at support B, but we see the support B is a simple support. Simple…

Q: 1. A wooden scow 8m wide, 16m long, and 3m high is transporting in sea water (SG=1.05) carrying a…

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Q: Problem 2: If the roller at A and the pin at B can support a load up to 5 kN and 10 kN,…

A: A loaded beam is given and it has been safe UDL that it can carry and support reactions have been…

Q: 1p kN/m 20 kN 3m- 8 kN- D 6 m 4.

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Q: Figure 1: 12 kN/m B 100 kN 4 m HNGE m--1.5 m- 5 m

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Q: Forces effect on dam are W=200KN, Hh=100KN,Hv=55KN,U=70KN, external vertical force toworeds…

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Q: P C 3m 3 1 2 4m

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Q: 1. A wooden scow 8m wide, 16m long, and 3m high is transporting in sea water (SG-1.05) carrying a…

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Q: Hinge 9 m A 200 kN 200 kN 200 200 200 200 200 200 kN kN kN kN kN kN 10 at 9 m 90 m

A: To Determine :- support reaction for the given truss.

Q: 2.75 kN/m 63.3 kN-m B 1.5 m 2.22 m 1.25 m 3.7 m 5 kN Determine the moment at A in kiloNewton-meters…

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Q: |-2.7 m→ 2.4 m la B 40 kN, 2.7 m 40 kN D E F 2.7 m 40 kN G H 2.7 m K - 7.5 m

A: Using method of section, determine internal force IK. In solution we will take section passing…

Q: PROBUEM p. P2 2.5m 2 SM

A: RA+RB=6+12.5+12.5+10sinθRA+RB=39.4    →1

Q: Vertical reaction at A a. 120 kN b. 240 kN c. 390 kN d. 170 kN Vertical rection at B a. 120 kN b.…

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Q: What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5…

A: As per bartleby policy i can answer 3 subparts of  a question at a time. Please upload again other…

Q: D F- C b A В a

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Q: 4 kN 2 kN/m 5m 4m

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Q: 1. The forces acting on a 1-ft length of a dam are shown. The upward ground reaction varies…

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Q: Using MDM 5 cycles, what is the resulting moment at point D 4 kN 20 kN 18 kN 4 kN/m B C D 2m 6m 2m…

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Q: Find support reactions 25 kN 7.5 kN/m B 3 m 5 m (a)

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Q: Forces effect on dam are W=200KN, Hh=100KN,Hv=55KN,U=70KN, external vertical force toworeds…

A: U=70kN Hv=55kN W=200kN Fv=40kN

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.