6-92 The plate shown in Fig.. The hinges at supports A and B exert only force reactions on the plate. Assume that the hinge at B resists any force along the axis of the hinge pins. Determine the reactions at supports A and B and the tension in the cable. has a mass of 100 kg. 500 mm 300 mm 800 mm LA 750 mm 300 mm 30° 1400 mm 1000 mm

Q: The pin-connected frame shown consists of members ABC, DEC and EBF. It is loaded as shown. Determine…

A: Solution: The pin connected frame shown below:

Q: Identify the zero-force member in the truss shown 600 N (a) CD (b) ВЕ (c) вс 2 m (d) CE 900 N E 2 m…

A: In the truss if at a joint only two members are joined and there is no external force at the joint…

Q: 5 kN (4 kN 10 kN 10 m- 10 m 8 kN -10 m D 30 90 30 10 m 30 90 30 E Fig. P4.145

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Q: Determine the force in members DF, EF, and EG of the structure below. DF: ( Select ) EF: I Select )…

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Q: If the mass of the gusset plates at the joints and the thickness of the members can be neglected,…

A: We are given mass of each truss member per unit length = 4 kg/m each member length = 4 m total mass…

Q: 55 kN/m 55 kN/m 121 kN-m B

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Q: 6 Ib/ft B C 6 ft 4 ft -Hinge

A: Internal hinge is given at the location of B to find support reaction at C∑MB=0VC×4=6×4×2VC=12…

Q: 1)- Determine the fore tn cach thember of the dothle-pitch tonf truss shown. State wietler each…

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Q: F3-6 Determine the force in each member of the truss and state whether it is in tension or…

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Q: Which of the force systems in (b) through (f) are equivalent to the force-couple system shown in…

A: We need to check where the resultant force and moment is similar to A

Q: 10KN 3kN 6kN Hinge 12KN.m 42m 4 m ,2m 2 m 3 m 2 m 幸

A: To find reaction at support A,B and C

Q: 1. In the structure below, members BF and AE are connected with a pin at D. Find the minimum…

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Q: 2-34. Determine the components of reaction at the supports. Joint Cis a rigid connection. 8 kN 6 KN…

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Q: I.Classify the structure it statically determinate, unstable, or indeterminate. If indeterminate,…

A: iFor truss Statical indeterminacy isExternal indeterminacy Dse=R-3=3-3=0Internal indeterminacy…

Q: he 3/5-in diameter pins at A and B that support the structure are in double shear. Neglecting the…

A: Double shear is generally the load applied on the pins in the support structure, where it gets…

Q: The two planks shown are connected together by cable BC anda smooth spacer DE. Determine the…

A: The free body diagram of each plate is shown below.

Q: 2. The uniform plate has a weight of 400lb. Determine the tension in each of the supporting cables,

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Q: Classify each of the structures as statically determinate, statically indeterminate, stable, or…

A: Given :- Structures are given with different supports or connections To determine :- Classify each…

Q: In the loaded truss figure shown, F1=16.9kN and F2=17kN. Find the forces carried by the members CF…

A: The FBD of the truss is shown below: Taking equilibrium equations:…

Q: Determine the force in each member of the truss.

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Q: Resolve the internal load in each member of the truss by the method of joints. 10kN Sm 3m 2 m 4 m 6m

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Q: Classify each of the structures as statically determinate, statically indeterminate, stable, or…

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Q: The beam AB is pin supported at A and supported by a cable BC. A separate cable CG is used to hold…

A: Consider the free body diagram of the beam AB:.Consider the equilibrium of horizontal forces:∑Fx =…

Q: Determine the reactions at the supports and the forces in the members of the truss shown with the…

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Q: and frames shown.Draw the FD

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Q: EDetermine all forces acting on body A Fort A for the System shown in Fignreca). Body A weighs(200N…

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Q: Find (a) the force in the bar BD,

A: Pin support is a type of support which can resist vertical and horizontal forces but do not…

Q: 4.30 Calculate the force in the tie rod BC and the reaction at the pinned support at point A for the…

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Q: A 60° 00 B 6 m 5t 60° С

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Q: Joints I, J, K, L, Q and M of the frame shown in the figure (not drawn to the scale) are pins.…

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Q: 125 k Hinge 8 ft 50 k t 10 ft B 16 ft A 12 ft |-12 ft- 36 ft- --14 ft--14 ft-

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Q: 1. Determine the support reactions of the frame shown: 15 KN 10 KN 4 m D. m- im- 3 m- -3 m-

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Q: Solve support reactions. note: there is an internal hinge at C

A: ##Calculation of Support reaction ###

Q: Determine the reactions of the external supports. 10KN 12KN 15KN 1OKN 12N 2m V 2m VD 3m 2m E 2m V 2m…

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Q: 500 lb 400 lb B 4 ft -3 ft 3 ft→3 ft 3 ft-

A: Draw the free body diagram of member BC.

Q: 1.) Determine the force in each member (and identify whether it is compression or tension) of the…

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Q: 2. Calculate: supports reactions 30 kN 20 kN -10 kN/m A B |C |D - 2 m - 2 m .4 m NOTE: No hinge is…

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Q: determine the support reactions of the members shown   statics of rigid bodies

A: Given data in question  Point load UDL Span member length  To find out  Reactions

Q: 2.2 Classify each of the structures as statically determinate, statically indeterminate, or…

A: (a Left) Determinate Structure (a Right) Indeterminate Structure, Degree of indeterminacy = 2 {4…