Calculate the ultimate flexural strength of a T-beam section having the following sectional properties: Width of the flange = 1200 mm; Depth of the flange = 120 mm; Width of the rib = 300 mm; Effective depth = 600 mm; Area of tensile steel = 8 bars of 25 mm diameter. Materials: M 20 grade concrete and Fe 415 HYSD bars.

2Medium

A straight stair in a residential building is supported on a wall at one side and by a stinger beam on the other side, with a horizontal span of 1.2 m. The risers are 150 mm and treads 300 mm. Design the steps. Use M 20 concrete and Fe 415 steel. Take live load as 3 kN/m^2.

3Medium

What are the conditions which favour the selection of embankment dam?

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