30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total displacement of joint E.

Q: Q2/ Determine the resultant moment of the force about point C F =400N 100 N D. 30 A 45° 0.3m B 100 N…

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Q: 100 kN 100 kN (4000 mm) (5000 mm) 75 kN D. (5000 mm) A 3 m (4000 mm) – 4 m E= 200 GPa Determine the…

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Q: |0 AMPAD use slope deflection method to analyse the beam below A 14 A = 2T 4m *4 20 kN/m A= 1.SI 4m…

A: Given Data Analyse the beam using slope deflection method.   Note: As per our guidelines we are…

Q: 3 kips B 11 ft ·11 ft 1 kip D E 3 ft 2 kips

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Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D 30° A B C 45° 0.3 m…

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Q: Examples Determine the moment of each of the three forces about point A. F2 = 300 N F = 250 N 30 60…

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Q: 2.6 The rigid bar BC in Figure is supported by the steel rod AC of cross-sectional area 160mm². Find…

A: Given Data Cross sectional area of rod (A) = 160 mm2  E = 200 GPa  Determine the vertical…

Q: 2-2-2 Two identical 1.5in diameter solid struts are used to support the load at A. Find P if the…

A: Given : Dia of solid struts = 1.5 in. Vertical displacement of point A is 0.025 in. and E  29000ksi…

Q: In Problem D: Determine the magnitude of the force acting in member FG. Say F1 =F2 =F3 = 8 kN and…

A: We can solve the member forces of a truss by 2 methods . Method of joints Method of sections I…

Q: 30 F2 = 300 N F1 = 250 N |3D 60° A 2 m -3 m- 4 m B F3 = 500 N Determine the moment of each of the…

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Q: 8-40 Determine the dlisplacement at A . Assume B is ca roller. E= 200 Cofa, I= 80XI0 mmy.Use…

A: Consider the free body diagram as;

Q: A tapered cantilever beam AB supports a concentratedload P at the free end (see figure). The…

A: Given:- Tapered cantilever beam AB To find:- equation of deflection curve and deflection at free end…

Q: Calculate the displacement of each aluminum rod (AB and BC) and the horizontal and vertical…

A: Compute the elongation of each rod and the horizontal and vertical displacements of point B.

Q: The rigid bars AC and BCD are supported by pins at A and B and by a steel rod at D. There is a…

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Q: Collar C moves with a constant speed v =6 ft/sec along the fixed rod AB where ß =33° and d = 6 ft,…

A: Velocity = 6 ft./secβ = 33°d = 6 ft

Q: Q1. Determine the resultant moment 6+be fig. show n below: 200N 3m_ 70 8OON

A: Moment: It is defined as the tendency of a force to produce rotation about an axis or point. The…

Q: Analyze beam using. displacement method of analysis as shown in Figure-I. to deteimine internai…

A: The moment distribution method is a structural analysis method for statically indeterminate beams…

Q: P1/calcu late the value of force P Such that the Vartical and hovizon tal displacement at point A…

A: The above problem is analyzed by using the equilibrium equations,  3-equilibrium equations are,…

Q: QS: The forces Fl-6 kN, F2-5 AN, and F3 8 AN as shown in the Figure below, all of which act on poim…

A: Given: F1=6 kNF2=5 kNF3=8 kN

Q: Analyze the given frame. P units in kN/m 3m pin 0.7P 5m 4m 4m

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Q: O Refer to the figure: AB: L= 15 in. G= 3.2x10 psi ВС: L- 24 in. G=5.6 x10° psi CE: L=12 in. Diam =…

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Q: 5.) Determine the External Force Experienced by member AB. 6.) Determine the External Force…

A: Given       force F1=217.366 N  and  F2=449.399 N   length L1=2.303 m  and L2=6.05 m

Q: Let's consider a fixed supported beam subjected to a triangular distributed load as shown in the…

A: When a force or moment is generated by external agencies on a body, to counteract that a reaction is…

Q: Q2/ Determine the resultant moment of the forces about point B F=400N 100 N D. |30 B 45° 0.3 m 1.00…

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Q: Determine the internal moment at B in kN-m when P = 85 and w = 28. Express your answer in 1 decimal…

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Q: Fg moves right when P is applied. G= 2 in when it touches the end and becomes compressed. FG is…

A: From the Given Data: need to find the P vlaue

Q: Q.8 In the design of a control mechanism, it is determined that rod AB transmits a 260 N force P to…

A: Given data, P = 260 N The force P is acting at a slope of  512 as given in the diagram. The angle…

Q: The 742-N force is applied to the 117-kg block, which is stationary before the force is applied.…

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Q: a 33.8 kN, b 27.2 kN, c-4.8m KN D "KN KN 4m 5m A-40 x 10 mm² A - 60 x 10 mm² C B H K J A-40 x 10³…

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Q: Determine the f. unknowns on the beam shown below using Conjugate - Beam Method Consider 250 mm x…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Determine the change in length, breathand thickness f Ex a steel bar which is 4 m long jomm wide and…

A: It is required to determine the change in length of steel bar. δl=PLAE Here P is the applied load, L…

Q: e vertical displacement of joint A. Assume E-29×10 ksi

A: solution of above problem is below:

Q: For the rigid arm and cross assembly shown, determine the moment of the force T acting from C to D…

A: C=0,4.5,-1.5D3,0,0CD→=3i-4.5j+1.5kso,T→=TCD→CDT→=1.23i-4.5j+1.5k32+4.52+1.52T→=0.641i-0.962j+0.321k

Q: o In total, there are Σ F, = 0. : A, = Σ ΜΑ = 0 : Ex = ΣFx = 0: Ax= 2. Free body: member CDE: Mc =…

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Q: Analyse the beam given in the figure 8 below by using moment distribution method. | Hence: ii. The…

A: To analyze the given beam using Moment Distribution Method.

Q: The 687-N force is applied to the 119-kg block, which is stationary before the force is applied.…

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Q: A force system is shown consists of Couple C and four forces. If the resultant of this system is a…

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Q: Q2/ Determine the resultant moment of the force about point A F= 400N 100 N D. 30 A C 45 0.3 m B 100…

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Q: Which of the following is the nearest value for the force at member CD? a. 4 kN compression b. 6…

A: Given Data  Find the force in member CD.

Q: D (5000 mm2) (4000 mm) E (5000 mm) 3 m 4000 mm) (S000 mm?) B (5000 mm?) A 100 kN 2 panels at 4 m 8 m…

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Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.