18. For the beam shown in figure 9, solve for the fixed end moment (FEM) at joint B in kN-m. Use a = 12.4 kN/m, b = 30.1 kN/m and c = 38.1 kN. Enter absolute value only

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

A: Given data  a = 46.3 KN b = 17.5 KN  A = 1200 mm2 E = 200 GPA  In virtual load method, unit…

Q: Q2: Determine the vertical displacement of joint (B) of the steel truss shown in figure (2) (use the…

A: A = 500 mm2     = 0.0005 m2  E = 200 x 103 MPa    = 200 x 106 kN/m2

Q: Draw the bending moment diagram of the system under the influence of external loads below. Calculate…

A: (a) Draw the bending moment diagram of the system under the influence of external loads below. (b)…

Q: 15 kN 15 kN 25 kN/m A B C E 1.5 m E1.5 m→

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Q: the moment reaction at A in kN-m using Conjugate Beam

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Q: AM METHOD c kN b kN/m A B "a" m "a" m

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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: cess if possible. Thanks!

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Q: For the beam shown in figure 9 below, solve for the fixed end moment (FEM) at joint A in kN-m. Use a…

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Q: Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams,…

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Q: In the beam shown below, determine the moment (in kN-m) at a point x = 3.1 meters from the left…

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Q: 1. For the restrained beam shown below, compute the end moments (kN-m). 1 m 3 kN-m 1 m 1. What is M…

A: we will use slope deflection method to determine the Moment at the ends

Q: 1. The frame shown carries the following loads as shown in the figure. Assume EI = 86,400 kN – m²…

A: Support D settles by 40 mm Support B settles by 25 mm. As all members are assumed to be axially…

Q: If load P= 80 kN, find the reaction R

A: follow as given

Q: Practice Problem 1.4.5: A swing is acted upon by two forces: its weight and the tension in the boom.…

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Q: Calculate the moments of the ends of the rods using the Moment Distribution method 2. Figure FBD 3.…

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Q: Calculate the magnitude of the tension Tand the angle e for which the eye bolt will be under a…

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Q: A beam is loaded and supported as shown in the figure below, determine the magnitude of the maximum…

A: To find maximum positive bending moment

Q: kN b kN/m a kN/m В 6 m 4 m

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Q: For the beam shown in figure 9 below. Use a = 13.6 kN/m, b = 20.1 kN/m and c = 31.0 kN. Enter…

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Q: Determine the maximum bending moment along the length of the bear

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Q: Using Moment Distribution Method, analyze the given beam and calculate the end moments. Use lAB =…

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Q: 10 kN 2 kN/m of I 6m- I 4m- 4m-

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Q: Consider the beam given in the figure. Given: X=0.3 in, E=30,000 kips/in², and/= 240 in 4. NOTE:…

A: E = 30000 kip/in.2 I = 240 in.4 Determine the support reaction and draw the shear force and moment…

Q: A wooden block is supported by two guywires as shown in the figure. The tension in the wires are T1…

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Q: A W D OB T n

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Q: 1. Determine the internal normal force, shear force, and bending moment at point C in the beam. 5…

A: Determine the internal normal force, shear force, and bending moment at point C in the beam.

Q: Q#3 Iokips 33 K/ft 31 8

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Q: From the given beam shown. Draw the moment diagram and Determine the maximum bending moment. Let q =…

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Q: Q10c. For the beam below, the point loads and distances are as follows: F1 = 15.25 kN, F2 = 26.50 kN…

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Q: Determine the bending moment 2.1 m to the right of point A for the beam shown belowif P = 1824 N, T…

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Q: Situation 8- The cantdever beam shown is fixed at C. Given: L = 25 m, a = 0.3 m P = 40 kN, w = 8…

A: L= 2.5 m, a= 0.3 m , P-40 kN, w= 8 kN/m   Calculate the moment (kN-m) at C=?  Calculate the torque…

Q: Consider the beam shown in (Eigure 1). Suppose that P = 3 kip, w = 1.1 kip/ft. Point E is just to…

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Q: Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method…

A: Conjugate beam methods are engineering methods for determining the slope and displacement of a beam.…

Q: For the beam shown in the figure below, determine the equations of shear and bending moment along…

A: Calculate the support reactions: ∑FV=0RA+RB=36kN∑MA=015+6×2+232-9×4-3×7×3.5-RB×4=0RB=-18.625…

Q: In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and…

A: Given:Rotation of support A = 0.002 radian anti-clockwiseSettlement of support C = 0.7 inch…

Q: Analyze the simple frame shown in figure 04 by slope deflection method and find the momentsat ends…

A: Given data:- Below Frame diagram is giving in question;

Q: 69 KN/m 41 KN B C D А L= 1.5 m L= 2.2 m L= 3.6 m RD RB

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Q: Moment Distribution Method

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Q: Determine the reactions of the indeterminate frame shown below using Slope-Deflection Method. Show…

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Q: Calculate the maximum shear stress in the beam shown (in N/mm) if it is of rectangular cross-sectión…

A: Given data : Width (b)=107 mmDepth (d)=187 mmTo find :Maximum shear stress

Q: The side of a building were measured using a 10-meter steel tape with an exerted pull of 10…

A: Length of the tape = L = 10m Pull exerted = P = 10Kg Length of the building in three trial -  Trial…

Q: Consider the given figure. Given: P = 29 kN. 24 KN PKN 8 KN 8m 3m 24 m B Determine the maximum value…

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.