For the beam and loading shown, determine the maximum flexural stress (compression and tension) and the maximum horizontal shear stress. Show that the centroid is located at 77.5 mm from the bottom of the beam and INA = 2.35 x 106 mmª. 2. 10 kN 100 mm 3 kN/m D ---TE 10 mm B 1.5 m 1.5 m 2.2 m 10 mm 17.5 mm 100 mm

Q: 4. Given a shear stress of Ty=35 MPa and a shear modulus of G=75 GPa, the shear strain is most…

A: Given data  Shear stress (τxy )= 35 MPa Shear Modulus (G) = 75 GPa = 75 × 103 MPa  Find shear strain…

Q: Create a 2D contour plot to allow the performance of the structure to be assessed against the…

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Q: Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C…

A: Solution:- Given,

Q: 150 kN/m2 45kN/m2 B 45KN/m2 to 195 kN/m2 65° A to

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Q: Consider the cold-formed section shown below: 2 mm write ¹25 mm 20 mm 15 mm 25 mm 25 mm 15 mm What…

A: Diagram of of a cold formed section  Maximum torque = 65 N m or 65000 N mm

Q: 100 mm 100 mm 300 mm If calculating the maximum shear stress, what is the value of Q?

A: It is required to find the value of Q in calculating the maximum shear stress.

Q: Determine the principle stresses and maximum shear stress based on the following pictures showing…

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Q: • Determine the principal stresses and the maximum in- plane shearing stress. Show all results on…

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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.