Question 3A cantilever beam shown in Figure 2 supports a factored point load of 100 kN appliedat the flange level of 356 x 171 x 67 l-section. Assume Grade S355JR steel and checkthe adequacy of the beam against bending, shear, and deflection. Ignore the self-weight of the beam. é100 kN4 mFigure 2: Cantilever beam

Bending: The behavior of the structural member when it is subjected to the load applied to it is…

Question 3 A cantilever beam shown in Figure 2 supports a factored point load of 100 kN applied at the flange level of 356 x 171 x 67 1-section. Assume Grade S355JR steel and check the adequacy of the beam against bending, shear, and deflection. Ignore the self- weight of the beam. n 100 kN 4 m

Question 3 A cantilever beam shown in Figure 2 supports a factored point load of 100 kN applied at the flange level of 356 x 171 x 67 1-section. Assume Grade S355JR steel and check the adequacy of the beam against bending, shear, and deflection. Ignore the self- weight of the beam. n 100 kN 4 m

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.5P

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

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