A force acts normally to the top face of a column of square cross-section. (450 X 450 mm) What is the maximum possible eccentricity of the force along either principle axis if no tensile stresses are allowed to develop in the column section?

According to Saint-Venant’s principle, the actual stress distribution at the support is highly irregular. explain how?

A 16 mm steel bar AB and a 25 mm steel bar BC support a load P = 7,500 N as shown. If E = 200 GPa, Compute the deformations of the steel bars. A B 7,500 N 6.00m C 8.00m

SIMPLE STRAIN

Two plate are joint by five rivets of 20 mm diameter. What is the shear stress in the material if the shear forces is 18840 N O 12 N/mm2 O 20 N/mm2 O 15 N/mm2

Two steel plates each of width 150mm and thickness 10mm are connected with three 20mm diameter rivets placed in a zig-zag pattern. The pitch of the rivets is 75 mm and gauge is 60mm. If the allowable tensile stress is 150 MPa, the maximum tensile force that the joint can withstand is

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Strength of materials

NO. 3 Given the beam shown with computed reactions and a cross section. Determine the maximum tensile stress of the section.

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