Figure 2 (a) shows a 6 m long cantilever concrete beam with a uniformly distributed load of w= 25 kN/m. The beam has a T-section and is bolted to a steel plate (200 x 10 mm) to form a composite section as shown in Figure 2 (b). The modulus of elasticity is 25 GPa for the concrete beam and 200 GPa for the steel plate. The dimensions of the concrete sections are: a= 600, b= 40 and c-700 mm. 200 mm Steel plate (200x10 mm) 10 mm W kN/m concrete Lm (a) Simply supported T-Beam amm (b) Cross-section bmm
Figure 2 (a) shows a 6 m long cantilever concrete beam with a uniformly distributed load of w= 25 kN/m. The beam has a T-section and is bolted to a steel plate (200 x 10 mm) to form a composite section as shown in Figure 2 (b). The modulus of elasticity is 25 GPa for the concrete beam and 200 GPa for the steel plate. The dimensions of the concrete sections are: a= 600, b= 40 and c-700 mm. 200 mm Steel plate (200x10 mm) 10 mm W kN/m concrete Lm (a) Simply supported T-Beam amm (b) Cross-section bmm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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