Determine the reactions at the points (A) and (B), the angle beam was in equilibrium state as shown in fig.

Q: Determine whether the structures shown are unstable, statically determinate, statically…

A: .A statically indeterminate structure is one that is stable but contains more unknown forces than…

Q: Question: Determine the reactions of the structure shown in the Figure. oKN Sokn 4. 30 KN

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Q: (а) (b) (с)

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Q: What is the reaction acting on point Q, for the simply supported beam shown below? 20 N-m Q 2 m 2 m

A: Apply equilibrium condition : ∑FY=0RP+RQ=0   ∑MQ=0RP×4+20=0RP=-5 KN

Q: ne given structure was supported by pin supports at points D and E. Member EF, DFG and BGC are…

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Q: Determine the magnitude of the reaction Ex of the figure shown. 4 KN/m N0 KN. 2 kN/m B hinges. 十 12…

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Q: Learning Goal: To determine reaction forces acting on coplanar structures using the equations of…

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Q: What is the reaction at support C for the beam shown and a settlement of 25 mm at support C

A: Given; Settlement at C=25mm =0.025m E=70GPaE=70×109 N/m2E=70×106 kN/m2I=800×106 mm4I=8×10-4 m4…

Q: 10 k 6 m▬4 m→| 4 kN/m 8m

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Q: Determine the reactions for the beam shown in Fig P-332

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Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

A: The free body diagrams of members ABD and CD can be drawn as:For member CD, applying moment…

Q: Determine the reactions for the beam shown in Fig. 13.25 by the method of least work

A: Degree of Indeterminacy :  The beam is supported by four reactions.So, the degree of indeterminacy,…

Q: Learning Goal: To determine reaction forces acting on coplanar structures using the equations of…

A: To find support reaction at point A

Q: For the frame shown below, Determine the horizontal component of the reaction at A in kips Determine…

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Q: For each of the four structures shown in Fig. 1, sketch (on separate diagrams): The points of…

A: Free-body diagrams are diagrams helped to show the relative magnitude and direction of all forces…

Q: 12 K 6K 16t 8' 12' 10

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Q: Determine the magnitude of the reaction Ay and Dy of the figure shown.

A: The given figure is shown below:

Q: Determine the static (internal and external) and kinematic indeterminacy of the structures shown in…

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Q: 350N 10ON 25 N/m B. 11 2

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Q: A 1-0m 2| KN 13 Tekw/m 2m मै

A: Beam: The primary structure which resists loads coming onto the structure in a building is known as…

Q: Question: Determine the reactions of the truss shown in the Figure. 25KN 4 3m

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Q: 400 N 30° 2m B. (1) 1 m

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Q: 120 lb 150 lb/t 60 lb/ft R1 FIG, P-334.

A: To find the support reactions  Always take the moments about the hinge joint (since at the hinge…

Q: The uniform beam AB shown in Fig. Q2 below is on equilibrium state with a fixed support at A. The…

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Q: QUESTION 4 Calculate values of the reactions at A and B, shown in Figure Q4. 15kN UDL=12KN/m A 3m…

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Q: A beam is subjected to the loading shown in Fig. 10.13(a). Determine the symmetric and antisymmetric…

A: A beam is a highly resistant structure to loads that are later used on a stake axis. Deviation mode…

Q: TT (i) (j)

A: If Ds <0 = Unstable If Ds > 0 = stable If Ds =0 statically determinant.       It is same in…

Q: Fig.(4) 250 N TH Roller 122 |-15M+ 1.5 m- 1.5 m- 1.5 m- 1.5 m- T 2 m 2 mi E

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Q: 5 k/ft 5 kips 10 ft 10 kips 10 ft 10 ft 15 ft 20 ft

A: To find approximate reaction at point A we will use portal method

Q: Equilibrium of a Rigid Body Solvethesupport reactions

A: Given data in question  Load 500 N Span 5 m To find out  Reactions

Q: A 1.8 M 4 kN/M B 40 kN 450 2.5 M 1.5 M D 3.5 kN/M 2.5 M < E Smooth surface support

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Q: 18ー12'

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Q: Determine the static (internal and external) and kinematic indeterminacy of the structures shown in…

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Q: Calculate

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Q: Determine the static (internal and external) and kinematic indeterminacy of the structures shown in…

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Q: 230 N/m C hinged 6m 15m BO 13m- O 46 N O 6774 N O 3175 N

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.