PROBLEM 4: Find the elongation in a 2m long steel bar by subjecting it to 40 MPa stress. E = 200 GPa a. 0.25 mm c. 0.75 mm b. 0.40 mm d. 0.55 mm

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Q: 400 Material A 300 Material B 200 Material A 100 0.002 0.004 0.006

A: Solution: B) Given Data: Tensile load=88 kNElastic modulus of material A=150 GPaElastic modulus of…

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Q: Problem 5: A rigid bar of negligible weight is supported as shown in Figure. If W = 100 kN, a)…

A: W = 100 kN = 60 MPa

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A: Given  Tensile force F= 35 N Crossectional area A= 50 mm2

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A: To find out the compressive force in bar.

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A: Given:-  M = 17 kNm

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A: Using equilibrium conditions, ∑H = 0HA = 0∑V = 0RA+RB = P∑M at A = 0P×2 = RB×4RB = P2Using the above…

Q: - 3 m- ak

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Q: CLO 1: A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between…

A: NOTE: As per our company guidelines for multiple questions we need answer 1st question only

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A: As per guidelines we are supposed to answer only one question. Kindly repost other questions as a…

Q: Using an Permissible stress of 155 MPa, determine the maximum bending moment M that can be applied…

A: Given,  An, I section beam, Allowable stress, σ = 155mpa Find out:- maximum bending moment,

Q: 2)For the supporting frame shown below: a) Determine the internal forces acting at section a-a. b)…

A: a)The internal forces acting at A: Mx=Fx*0.15=2.5 Cosθ*0.15 Mx=2.5*(4/5)*0.15 Mx=0.3 KN-m…

Q: A flat steel bar, 28 mm wide by 2 mm thick and 1.7 m long, is bent by couples applied at the ends so…

A: To find maximum stress in bar

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A: Given ;

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Q: UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Answer…

A: Solution: Given: P = 40 kN a = 25 mm b = 30 mm c = 70 mm

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A: To find stress in member,,BC,AC,BD

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Q: A flat steel bar, 27 mm wide by 3 mm thick and 1.7 m long, is bent by couples applied at the ends so…

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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.