STD_PCS Problem 1_Analysis of Complex Truss Solve the complex truss (similar to the truss of the previous problem) below by the method of substitution. Tabulate your answers for summary. 16KN b 16 KN a 10 KN 4m f 4m d 2m 4m 1m 10 KN

Q: 1. A rigid beam AD shown below is supported by three steel bars (E = 30× 10°ksi, and a = 7.2 x…

A: Length of rod A (L1) = 40 in.Length of rod B (L3) = 30 in.Length of rod C (L2) = 50 in.Area of rod…

Q: Analyze the given beam using method of Least Work.

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Q: For the plane truss shown below, use the unit load method to determine the vertical deflection at C…

A: Given:Required:Vertical deflection at C

Q: Determine the reactions of the given beam using slope deflection method. P₁ = 25 kN, P₂ = 25 kN, and…

A: Given:Required:Reactions of the beam

Q: Find the moment of inertia about the strong axis in in^4 of the I-section shown in the figure below.…

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Q: Problem 7: Determine the reactions and the force in each member of the trusses shown. Use force…

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Q: Given the truss, determine the forces at member "bd". 5m 300 40KN 5m f

A: To find force in member bd

Q: 1. Compute the force in each member of the Warren Truss shown using Method of Joints. USE 2 DECIMAL…

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Q: For the beam loaded as shown, derive the equation of the following: a. elastic curve b. slope c.…

A: Solution- The Given diagram,

Q: Part 1: Consider the warren truss below, assume all members are pin connected and use W8x13 for…

A: Free body diagram:Height =  16 ftThe span of truss = 6 x12 ftpoint loads = 20 kips

Q: For the beam cross section below, a vertical shear force Sz of 2,532 N is applied through the shear…

A: Shear force, P = 2532 N  Iyy = 8/3×a3×t   a = 108 mm    t = 4.3 mm

Q: Virtual Work for Beams and Frames #2 Determine the slope and the displacement at the end C of the…

A: By assuming the value of P is 8 and value of a is 3