Determine the principal stresses acting at the 1 section using Mohr circle

Q: 40AN 360 300 m * E A 200 4 600 mm F D B Determine the axial stress in member CF if the area of each…

A: To determine the axial stress in CF and determine weather it is tensile or compressive.

Q: Which of the following is an allowable stress design con O Alternate Basic Load Combinations O OMn O…

A: Allowable stress design (ASD) takes into consideration the allowable service load combinations.

Q: Determine load P such that the axial stress in the steel pipe is 200 MPa P Imm GAP RIGIO PLATE

A: It is given that :

Q: The compound bar carries axial loads as shown. Determine the maximum allowable value of P if the…

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Q: Draw Mohr’s circle and determine the principal stresses.

A: Given Data: The stress acting along X-direction is σx=30 MPa (Tensile). The stress acting along…

Q: 10 mm 10 mm | | | |- | 50 mm 50 mm 10 mm الے 20 kN B 150 mm 910 mm 10 kN C 150 mm D Two vertical…

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Q: Determine the largest weight “W” that can be supported by the two wires AB and AC. The working…

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Q: Calculate the stresses in members AB, BC, and AC then draw FBD. Show complete solutions.

A: To find force in member AB,BC,AC

Q: nt is shown on the

A: given:σx=102MPaτxx=124MPa

Q: 4.Calculate and determine the nature of the forces in the bar EF,FC ,and BC with ritter cut method

A: Hint: Height of F = 3 tan30°=1.73 m         φ=tan-11.731=59.97° ∑MA=0-RD×6 + 30×4 +…

Q: 1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter…

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Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

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Q: Section a-a 32 mm 48 mm a a P' 48 mm' 200 mm 80 mm –80 mm-

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Q: Example: Calculate the strength of the single lap joint. The plates are made of 1"x4" wooden blocks…

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Q: Fill in the blanks: The steel rod is stress-free before the axial loads P₁ =169 kN and P2 = 88 kN…

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Q: X Incorrect Three plates are welded together to form the section shown. Dimensions of the cross…

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Q: 4. The joint is fastened together using two bolts. The diameter of each bolt is 13.5 mm. Determine…

A: Given data in question  Load 80 kN Diameter 13.5 mm Width 30 mm Number of bolts 2 To find out…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

A: Given: The value of b is 3.6 in. The value of d is 10.8 in. The value of a is 2.3 in. The value of t…

Q: determine which one is the compressive and tensile stress  a= 38 kN

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Q: The rod bar shown has steel, brass, and aluminum sections. Axial loads are applied at cross sections…

A: ASKED: To calculate the required diameter for the different bars.   Given, Allowable normal stress…

Q: Determine the largest weight W that can be supported by the two wires AB and AC. The allowable…

A: Given data in question  Stresses Area Angles To find out  Weight W value

Q: The bar ABCD consists of 3 cylindrical steel segments with different lengths and cross-sectional…

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Q: Determine the spacing of rivets in mm. Determine the maximum flexural stress at 1 m from the support…

A: Given: τ=100  Mpa σb=220 MPa bearing stress for single shear rivet σb=280 MPa bearing stress for…

Q: T'he pin is made of a material having a failure shear stress of Tail = 100 MPa. Determine the…

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Q: If the applied load "P" causes the point C to be displaced downward by &c=1 mm, determine the normal…

A: LAC = 210 mmLBC = 480 mm

Q: P P 130 mm 25 mm 25 mm 3. Assume that the axial load P applied to the lap joint is distributed…

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Q: The strain at point A on the bracket has components = 330 (10-), ey = 560 (10-). Yxy = -570 (10-0).e…

A: Data given εx = 330×10-6 εy = 560×10-6 εz = 0 γxy = 570×10-6 To find:- Maximum shear strain…

Q: Asap Determine principal stress.

A: Given data : Shear stress (ζXY)=503 MPaNormal stress in X direction (σX)=405 MPaNormal stress in Y…

Q: Consider the loads of the figure to be axially applied at sections B, C, and D to the concrete…

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Q: m AB. The cross-sectional area of the bar is 580 mm2. If the stress in the

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Q: 2.31 The normal stresses at a point in a steel member are og = 8 ksi, a, = -4 ksi, and a̟ = 10 ksi.…

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Q: 1500 N 1000 N/m 600 N/m 30 L0.9m 0.9m 0.9m 0.9m

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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.