Using the force method, calculate the bending moment at B for the statically indeterminate frame below. Please ignore the axial and shear deformations. Take a = 7 kN and L = 5.3 m. a B ΕΙ A 2EI 3 m 2EI 3 m D ΕΙ E 1 m L

Q: Compute the vertical displacement of joints Band C for the frame shown in the figure. Given: /= 360…

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Q: For the following indeterminate beam (with SI = 1) determine the reactions then draw the shear and…

A: static indeterminacy SI=1  and EI=constant for all members

Q: If Mz = 210 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross…

A: Given data: Mz = 210 kip-ft a = 7 in b = 10 in d = 28 in r = 3.5 in Moment of inertia about the z…

Q: 8kN 16KN/m A E 75m .75mm D ()=ay 2m B 75m 1.5m

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Q: For the bar in the figure, with an quadrangular cross section, determine the maximum shear stress…

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Q: 3. A T-shaped structure is acted in by a distributed load that varies from 100 N/m to 0 N/m and by a…

A: Given data in this problem :⇒BD = 0.825 m⇒AD  =1500 mm = 1.5 ma Distance dFrom the above…

Q: Find the reaction forces at A and B

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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.