Rcc Roof Beam Design Example

Slabs s1 and s2 to be designed.

Rcc roof beam design example.

Diameter of stirrup 0 5 in. Now a days rich mixture is used in concrete quantity of steel is used more. Design of a simply supported reinforced concrete beam. Limit state of collapse shear.

Design the roof slab beam and column of house given in figure 1. The beam has to carry a distributed permanent action of 10 kn m excluding beam self weight and variable action of. The dead load does not include the self weight of the beam. Varma example 2 2 design a simply supported beam subjected to uniformly distributed dead load of 450 lbs ft.

Design for shear contd pdf unavailable. Design of beam examples and tutorials by sharifah maszura syed mohsin example 1. Design of doubly reinforced beam flexure. Simply supported beam design rectangular a rectangular reinforced concrete beam simply supported on two mansory walls 200 mm thick and 6 m apart.

Live load 40 psf figure 1. Design of doubly reinforced beam flexure i. Reinforced concrete beam members strength design for beams sstrength design method is similar to lrfd. Rcc t beam design example construct a reinforcement roof on 9 00 meter x 6 00 meter room having wall thickness 30 centimeter at four sides the span of room is large so t beam is used.

Grab this headline animator. A simply supported reinforced concrete beam is supporting uniform dead and live loads. Rcc t beam column slab roof design example some practical examples are uploaded with drawings. For beams the concrete only works in compression over a rectangular stress block above the n a.

Design of steel structures prof. We would like to show you a description here but the site won t allow us. Design of doubly reinforced beam flexure ii. Steel yield strength fy 40 ksi.

There is a nominal strength that is reduced by a factor which must exceed the factored design stress. Concrete compressive strength fc 3 ksi. From elastic calculation and the. Drawing is given below.

Calculate the factored design loads without self weight.