The C200×20 channel section of Figure P4.5 has second moments of area Ix = 15×10^6 mm4, Iy=0.637×10^6 mm4. It is loaded by the bending moments Mx=2200 Nm and My =−350 Nm. Find the magnitude and location of the maximum tensile stress in the beam.

Q: 100 mm 25 mm 125 mm M. 75 mm The beam is subjected to an internal moment of M = 3 kNm. 25 mm 75 mm…

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

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Q: A roller at P slides in a slot as shown. Determine the deformation in bar AP and bar BP by using…

A: step 1-

Q: 200 mm If the beam is subjected to a bending moment of M=50KN, determine the maximum bending stress…

A: Using formula to find bending stress

Q: 2. Determine the shearing stress in each of the four walls of a portion of a structural aluminum…

A: Given, Torque =3 kN-m=26.55 kip-in Dimension=100×51 mm=3.93×2 in Wall thickness=4 mm=0.15 in.

Q: Situation 3: The rigid bar ABC has a weight of 2 kN (acting on the mid-span) shown in Figure, is…

A: Coefficient of thermal expansion = 11.7 × 10-6 /°C Determinea. Axial stress in steel rod b. Vertical…

Q: The differential element above represents the state of plane stress at a pont J steel beam. Which of…

A: Given data: σX=60 ksiσY=-20 ksiζXY=40 ksi

Q: Problem 5 Knowing that the ultimate stress at points A, B and D are 30 MPa, 155 MPa and 140 MPa…

A: Mz = M cos15 = 0.966 M My = M sin15 = 0.259 M Iz = 90×6033+30×10033+60×2033    = 16.64 x 106 mm4…

Q: A 2D structure having members connected by smooth pins is subjected to a load of 20 kN as shown in…

A: Given data, A 2D structure having members connected by smooth pins is subjected to a load of 20 kN…

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.