The pin-connected structure is subjected to a load P = 260 N as shown. Inclined member (1) has a cross-sectional area of 250 mm2 and has a yield strength of 255 MPa. It is connected to rigid member ABC. Rigid member ABC is supported by a double shear pin connection at A. Determine the magnitude of the resultant force at pin A. P. 1.8 m 2.3 m (1) 1.4 m D

Q: as shown. The weight of he reactions at supports A he force in each member « sion.

A: From the given figure Area=12×3×5+2Area=212kN Now calculate the CG CG=2×5+25+2×33CG=127m Now ,…

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A:

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Q: The truss shown below is pined at A and has a roller at F. The Load applied at E is P=20 kN. The…

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Q: 5-74 A rod is made from two segments: AB is steel and BC is brass. It is fixed at its ends and…

A: Dbrass = 42.70mmτmax = 64.13MPaExplanation:

Q: Problem 6.93 The cross section is rectangular with a base of 5 in and height of 8 in. A force of P =…

A: A beam at A supported by a vertical hinge and at B, the reaction developed is uniformly distributed…

Q: Use the Force Method to determine the forces in all eight members of the truss shown, and state…

A: To determine:Member forces

Q: LABT B C LAC A 0000 P

A: For the given data , we have to find the 1. Maximum value of load P  2 . Reaction at support A

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: Q12. Determine the force in member GB of the truss. AE is constant.

A:

Q: Solve for internal forces at the "TOP" of member BC.

A: ##Solve for internal forces at the "TOP" of member BC.

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.