What should be the column size and beam depth for a span of 8 Metres between two columns?

Beam depth for 8m span:- according to general Thumb Rule for residential building with rcc column, beam depth for 8m span should be 450mm,minimum beam size for 8m span is 12″×18″ (300mm × 450mm) in which depth of beam is 450mm and width is 300mm, using 2nos of reinforcement size T16 at top, 2nos of reinforcement size …

What is the column size for 10 m span?

According to column design and Thumb Rule, minimum column size for 10m span is 400mm×450mm (16″×18″) for 2 storey/two floor/(G+1) residential building using M25 grade of concrete ratio (1:1:2) with Fe550 grade of steel when axial load 2475kN is applied on each column.

What should be the beam depth and column size for 6 Metre span between the columns?

For 6m span size of beam should be 230mm×300mm (9″×12″) for residential building in which width is 230mm (9″) and beam depth is 300mm (12″) using M20 grade of concrete and Fe500 grade of Steel.

How thick should beams be?

The width and depth of decorative beams should be proportional to the size of the room. The bigger the room and the higher the ceiling, the wider and deeper the beams. In rooms with 8 or 9-foot ceilings, beams that are about 5 inches wide and 3 inches or so deep are typical.

How to determine the size of beam and columns in construction?

The above furnished information is in layman terms. Generally to preliminary decide the size of beam and columns, v take Span/depth = 10 to 15. For this span Beam depth comes out around 500 to 750 mm. U will also give reinforcing bars of diameter upto 20 mm easily.

How deep should a beam be for a 6 meter span?

If we go by the thumb rule, beam depth is equal to span length/10 i.e for 6 metre span, depth of the beam should be 600mm or 2 feet. This is thumb rule. Actual situation may vary on site depending upon loading conditions.

What is the size of column and beam in is 13920?

Column Size is mainly governed by loading provided it complies with some specifications mentioned in IS 456, IS 13920 etc. In any Case Beam width should not be less than 200mm and Column dimension 300 mm. Width to depth ratio of beam is generally kept at around 0.5.

What is the width to depth ratio of a beam?

Width to depth ratio of beam is generally kept at around 0.5. Assuming that v r providing simply supported beam in the given span of 20m. According to IS 456, l/d ratio turnes out to be 20 for span less than 10m.