Q1: A hexagonal cross section bar as shown in figure (1) below, is used as a simply supported beam at its ends with length of 4 m. The beam carries a uniformly distributed load (w) of 75 kN/m. For a section at 2 m from the left- hand support, determine the shear stress at (a) the neutral axis and (b) x.

Q: A beam with an overhang is supported and loaded as shown in the figure below. The beam has widths w₁…

A: Given data:  w1=1 in, w2=0.4 in, h=3.2 in The given beam is statically determinate beam and can be…

Q: use flexibility method

A: Step 1:Step 2:

Q: The bell crank is in equilibrium for the forces acting in rods (1) and (2). The bell crank is…

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Q: The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section…

A: Given: The value of d is 50 mm. The value of P is 85 kN. Consider the figure,

Q: me beam shown ists of a 200 GPa; /= 1120 × 106 mm4]. If w= 66 kN/m and P= 128 kN, determine: AY, V P…

A: The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200…

Q: .T-profile cross-section overhanging beam is loaded as shown in the figure .a) Calculate the support…

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Q: The cross-sectional dimensions of the beam shown in the figure are a -4.8 in., b = 6 in., d=4.0 in.,…

A: Given data: Mz=-4.2 kip-ft

Q: e bar as it is shown in figure. Find maximum stress at point P. F1 = 2 KN , F2 = 5 KN , Lenght of…

A: L=4m D=2mm To find maximum stress at point P

Q: Given the following distributed loading with p=4N/m, a = 4m and b = 2m. Replace the load with an…

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Q: For the simply supported beam with the given cross-section, the shear force diagram has been…

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Q: The cantilever beam is subjected to a concentrated load P. The cross-sectional dimensions of the…

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Q: The cantilever beam is supported by a pin at A and a roller at B. The Shear Force Diagram and…

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Q: 3. Solve the following problem The following shaft is subjected to three torsional moments expressed…

A: Step 1:Step 2: Step 3: Step 4:

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.