Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH=1200N (C) as indicated in Figure 2. Determine the loads P1, P2, and P3 as well.

Q: Determine the external reactions at A and F for the roof truss loaded as shown (positive answers are…

A: To Determine Ax, Ay and Fy

Q: A simply supported beam carries a uniformly stributed load of (w) over the whole length, the ear…

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Q: Figure Q3 shows a roof truss loaded at joints B, C and D (F = 15 kN) and supported by a pin joint at…

A: Consider the figure. Here, T is tension and C is compression.

Q: It is desirable to draw a diagram of the axial, shear and flexural anchor force of the following…

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Q: For the frame below, F = 9.2 kips, a = 6 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

A: Given: The value of F is 9.2 kips. The value of a is 6 ft. The value of b is 5 ft. The value of c is…

Q: If the compressive force on member AD is 12 kN. Which of the following gives the nearest value of…

A: Compressive force in AD = 12 kN To find out the value of force and compressive force in CD.

Q: F E L/3 D В A P L/3 L/3 L/3

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Q: A simply supported beam with spans of LAB = 9 ft and LBC = 27 ft supports loads of w = 5.5 kips/ft…

A: Find  1. Maximum horizontal shear stress.  2. Maximum bending stress.

Q: A simply supported beam with spans of LAB = 11 ft and LBC = 33 ft supports loads of w = 3.5 kips/ft…

A: Find maximum shear and bending stress in beam.

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 21 kN/m, P = 35 and M = 28…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: A simply supported wood beam carries a concentrated load of P 14400 lbs as shown. The beam spans are…

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Q: For a circular cantilever beam with loads shown, which location contains the maximum shear stress? T…

A: The answer is found to be Maximum shear stress occurs " at the support,at O"  For explanation please…

Q: Situation 2. The bridge truss, shown in Figure 2, spans 12 m. Determine: a. the maximum load for…

A: Given :- A bridge truss is given with span length 12 m  To determine :- a) The maximum load for…

Q: 1) Determine the support reactions and ii) Sketch the axial load, shear force and bending moment…

A: A support response can be defined as a force acting on a support or a consequent restraining end…

Q: The I-section displayed is made up of five boards (four 40x40mm and one 40x380mm). If the allowed…

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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 18 kN and M =…

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Q: 9 kN/m 6 kN/m 5 m A B

A: UDL Forces -  The span of both UDL are equal and can be calculated by triangle law i.e. its value…

Q: 5. An interior slab has dimensions 5m x 6m (measured center to center of supporting beams). Beam…

A: Solution: Total static moment in a panel: Mo=wul2ln28 Where; wu = factored load ln = clear span in…

Q: 2. Replace the loading by an equivalent resultant force and specify its location on the beam,…

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Q: S2. Calculate and draw the shear and bending-moment diagrams for the beam with loading shown in…

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Q: Question 7 H -67.5 kN 3.6 m D 112.5 kN E F 3.6 m A B 6 m +4.5 m- Use portal method to analyze the…

A: Portal method works on the assumption that includes assuming a shear force in the columns of the…

Q: Fig. 2 illustrates a square truss with 5 members. Take E = 200 KN/mm², A = 2x103 m?. Determine the…

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Q: Part III. Analyze the internal forces for the beams and columns related to nodes F, G and J using…

A: In the following solution I have find out the shear and moment for almost all the beam and column. I…

Q: Problem 2. . For the given truss all AE are constant. Using unit load method find a) Horizontal…

A: Given data  AE = Constant

Q: A simply supported beam with spans of LAB = 9 ft and LBC = 27 ft supports loads of w = 5.5 kips/ft…

A:

Q: A simply supported beam with spans of LAB = 14 ft and LBC = 42 ft supports loads of w = 6.5 kips/ft…

A: Consider the figure,

Q: Find the concentrated loads equivalent to the parabolic, triangular and trapezoidal distributed…

A: Drawing the FBD of the Beam structure:

Q: Determine the external reactions at A and F for the roof truss loaded as shown (positive answers are…

A:

Q: Problem 2 The 8' pole is supported by a ball and socket joint at A and cables BC and BD. A 1000 Ibf…

A: A0,0,0B12,0,0C0,6,4D0,-12,4so,rBA=-12irBC=-12i+6j+4krBD=-12i-12j+4kso,T→BA=TBArBArBAT→BA=TBA-12i122=…

Q: The frame below is subject to applied loads of X = 2 kN and Y = 4 kN. Assuming the frame dimensions…

A: Consider the FBd of the joint 5 as shown:

Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH= 1200N (C)…

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Q: For the truss shown, determine the maximum axial stress experienced. P= 70 Ex. (1.5P) = 1.5(70) =…

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Q: Calculate for the following member forces of the frame shown below using Portal Method. a. Shear at…

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Q: Q3: Determine maximum bending stress in the strut and the orientation of the neutral axis. If the…

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Q: The beam is subjected to the two concentrated loads as shown. If P=30kN, determine the magnitude of…

A: The above problem is analyzed by using equilibrium equations of the forces. 1. Taking the sum of all…

Q: The steel beam has the cross-sectional area shown. If w = 5.2 kip/ft, determine the absolute maximum…

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Q: PROBLEM 4 Determine the force in member DF. 10 KN A 14 kN E B D F H 6 m G 2 m 14 2 m 2 m 2 m

A: Given:- To find:- Force in member DF

Q: ft; bf = 8.1 in; and tw = 0.3 in L2 L1 :0.30 in. tw 10 in.

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Q: Solve the given frame using Set 1(Portal Method)/Set 2(Cantilever Method): 27 kN A 4 m 49 kN F 5 m…

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Q: For the frame below, F = 8.1 kips, a = 5 ft, b = 4 ft, and c = 6 ft. Determine the magnitude of the…

A: Frames are generally used in the section where the transferred load distribution is provided like in…

Q: Figure Q3 shows a roof truss loaded at joints B, C and D (F = 15 kN) and supported by a pin joint at…

A: Consider the figure. Here, T is tension and C is compression.

Q: In the given cantilever platform carrying a uniform distributed load (note: distribute the loads at…

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Q: Calculate the forces in members AB, BG, and GF using the method of section.

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Q: A simply supported wood beam carries a concentrated load of P = 8200 lbs as shown. The beam spans…

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Q: 2. Analyse the following truss finding all member forces. 7.4 kN 6.4 kN 3m B 2@4 m

A: Given Above diagram of truss with vertical load = 7.4kN and horizontal = 6.4 kM

Q: hown, determine the following member forces. Assume that the loads move only to the right.

A: ILD for member DI  When unit load in portion AC  Rc = FDI cos θ FDI = Rc sec θ

Q: 3. Given: Truss shown below with P1 = 200 kN, P2 = 300 kN and P3 = 100 kN Find: Forces in BC, CF and…

A: It is required to find forces in members BC, CF and EF

Q: A simply supported beam with spans of LAB = 8 ft and LBC = 24 ft supports loads of w = 7.5 kips/ft…

A: (a) 10.889 ksi (b) 34.619 kpa

Q: The signboard truss is designed to support a horizontal wind load of 730 lb. If the resultant of…

A: Given :