400 lb 300 lb B 12 in. 18 in. 15 in.

Q: The bell-crank mechanism is in equilibrium for an applied load of P = 40 kN. Assume that a = 300 mm,…

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Q: F14-6 The beam k subjectod to the kading shown. Determine the principal stress at polint C. 75 m 75…

A: Consider the figure,

Q: 2. Fine the stress in all the members and the reactions at A of the steel frame as shown in the…

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Q: 4.yielding of the web represents one of the a) shear limit state) .b) moment limit state)…

A: The correct answer is option a) Shear limit statea) Shear limit state:A limit state in beam design…

Q: Determine the maximum shear stress in the strut if it is subjected to a shear force of V = 20 k

A: Given data  Shear force V = 20 k

Q: *5-4 The copper pipe has an outer diameter of 40 mm and an inner diameter of 37 mm. If it is tightly…

A: Maximum shear stress is 26.73 MpaExplanation:Step 1: Step 2:

Q: 1. In the structure below, members BF and AE are connected with a pin at D. Find the minimum…

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Q: Design the maximum permissible value of W using a factor of safety of 2, based on the following…

A: Given Data: The thickness of the support plates are 2 inches. The cross-section of the member is 6×2…

Q: In order to reduce the total mass of the assembly, a new design is being considered in which the…

A: This question is related to the Torsion from strength of materials. In this question we calculate…

Q: The structure supports a distributed load of "w". The limiting stress in rod (1) is 380 MPa, and the…

A: We will find allowable load in rod and pin and take minimum of that value. We will take moment at C…

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6…

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Q: 8 kN/m 35° E By D 20 kN 0.4 m 0.4 m 0.4 m

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Q: The steel pipe AB has a 64-mm outer diameter and a 5-mm wall thickness. Knowing that arm CDE is…

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Q: 300 mm is applied to the bell crank. B -450 mm- (a) Determine the normal stress developed in e 10mm…

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Q: For the given frame below: a) Form the structural stiffness matrix [K] using the general stiffness…

A: a)  K=EIL3126L6L6L4L22L26L2L24L2=5×1046312727272144727272144   STIFFNESS METHOD EQUATION∆ K=FO-F…

Q: bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 5 mm,…

A: given, ABC is a rigid bar BD is a tie rod supported by pins in double shear a = 640 mm b = 320 mm h…

Q: A force P of magnitude 1,100 N is applied to the pedal shown satisfies a shearing stress in the pin…

A: Given data,  Applied force P = 1100 N  Shear Stress in the pin = 42 MPa  We have to determine the…

Q: Determine the normal stress at A and B in member CD. Pins C and D are at the centroid of the T…

A: Calculating the total area of T-Cross section A: A=(7*1.5)+(6*1)   =16.5 in2

Q: печ Two horizontal 7.5-kip forces (P) are applied to pin 8 of the assembly shown. A 0.8-in. diameter…

A: Given data - Force (P) = 7.5 kip Diameter of Pin = 0.8 in Find out - a) Determine the maximum value…

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.