R = 4m 25 kN BI Fig. 1 40 kN 10 kN

Q: W=P=53 Solve the reactions at the support. Indicate what method is used. Please show the complete…

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 4 5,2m 5KN 1,5m, 1,5m, 3m 3 m 1. Is this a determinate of an indeterminate structure? 2. Calculate…

A: Given data:- Given structure  is shown in the question

Q: = 1.5x 1.225m P1 The steel plate is 0.1 m thick and has a density of 7500kg/m'. Determine the…

A: An object center point is referred as centroid. The centroid of a triangle is the point where the…

Q: 1. Calculate the reactions. 2. Obtain the required equations for drawing SFD and BMD for each 3.…

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Q: If there are two reactions at any of the supports, also determine the total reaction in that…

A: Take moment about A:∑ MA=0RB26-1×2622-2×1622=0RB=22.846k

Q: 10 kN 15 kN/m 15 kN/m 2.0 4.0 4.0

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Q: a.) Determine the reactions at A and C. b.) Determine the internal normal and shear forces and…

A: Point B is pin joint as shown in given question figure. Moment about internal pin joint is zero from…

Q: 5. Determine the reactions at the supports A & B. see Figure 5. |5 KN /m Figure 5 t to 2.5m 20m 2-0m

A: Reaction at support A is 11.805 KN  Reaction at support B is 66.944 KN

Q: Determine the reactions at the supports and forces at hinge B acting on member CBA. 0.6 m 500 N B…

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Q: 6KN/m 10 кN 10 кN E B 4 2 + 4

A: Finding out reaction at B and D.

Q: Prob. 5 8 kN/m 40 kN 4 kN/m D В 4 m 4 m 6 m 6 m

A: Introduction- One of the most basic structures is the simply supported beam. Only two supports are…

Q: Question 2 Determine the external reactions for the cantilever beam which is subjected to two point…

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Q: Prob. 5.2-12. For the beam in Fig. P5.2-12. determine the following: (a) V₁ and M₁, the reactions at…

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Q: Solve for the support reactions at A ond B

A: Given:- Overhanging beam To find:- Support reactions

Q: DETERMINE THE REACTIONS AT A AND

A: To find support reaction

Q: PROBLEM 2 Determine the reactions at the supports at A, B and D. Assume that A is roller and B is a…

A: A frame is hinged at B and the roller is supported at A, with loading as shown. To determine the…

Q: II. Determine the reactions at the supports for the structure shown. b. 30° A X 3 50 k tontont 1.5…

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Q: (a) Determine the reactions at A and E if P = 650 N. The reactions are positive if to the right or…

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Q: Solve for th support reactions at A ond 8 on the Boam

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Q: Solve for the support reactions at A ond 8 on the Beam. 1 KN/m OA TTTT T2m+ lom Reactions at A…

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Q: Three-Dimensional Equilibrium 6-32. Member CD has ball and socket connections at each end (Figure…

A: Following are the components of the 8KN force: X component = 2.14 Y component = 4.28 Z component =…

Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 4 3

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Q: 2 kN/m 10 KN Z 4 kN/m 20 KN Z 20 m Figure P1.3 15 m 15 m

A: A frame is given we need to find out the reactions at supports.

Q: Find the reaction at support A (RA) B. Find the reaction at support C (Rc) C. Draw the shear…

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Q: (a) Determine the reactions at A and E if P = 740 N. The reactions are positive if to the right or…

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Q: For the continuous beam shown determine the reactions over the supports. 5kN/m 7kN/m 3m 2 2m 2m 2 5m

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Q: SHOW COMPLETE SOLUTION PLS VALUES: X = 853 A = 1

A: To find reaction at all joints

Q: GIVEN FIGURE SHOWN, DETERMINE THE REACTIONS AT A AND B. If there are two reactions at any of the…

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Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 4 3

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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.