#### Load Calculations | Design of Buildings

**In our earlier article, we discussed “Different types of loads” and their importance in Structural design.**

#### Now we will move on with our further discussion on the following points:

- Design principle assumption and notation assumed
- Design Constant
- Assumptions regarding Design
- Loads on Beams
- Loads on slabs

#### Design principle assumption and notation assumed:

The notations adopted throughout are same as given in IS:456:2000

Density of material used in accordance with reference to IS:857-1987s

Sr.no | Material | Density |

1 | Plain concrete | 24 KN/m3 |

2 | Reinforced cement concrete | 25 KN/m3 |

3 | Flooring material (cement mortar) | 1.00 KN/m3 |

4 | Brick masonry | 19 KN/m3 |

#### Design constant

**Using M20 and Fe415 grade of concrete and steel respectively for columns and footings**

Therefore:

Fck – i. e. Characteristic strength for M15 – 15 N/mm2

Fck – i. e. Characteristic strength for M15 – 15 N/mm2

Fck – i. e. Characteristic strength for M20 – 20 N/mm2

Fy – i. e. Characteristic strength for steel – 415 N/mm2

#### Assumption regarding Design

- Slab is assumed to be continuous over interior support and partial fixed on the edge, due to monolithic construction of walls over it.
- Beams are assumed to be continuous over interior support and they frame in to the column at the ends.

#### Load on Beams

#### Description of load of slab on beam

The load of slab is dispersed on to the supporting beams in accordance with clause 23.5 of IS:456-1978, which states that the load on beams supporting solid spans, spacing in two directions at right angles and supporting uniformly distributed loads.

#### Self weight of beams

This load acts on the beams as a UDL, this is calculated after assuming the suitable cross section (by stiffness/deflection consideration) of the beam.

#### Load due to brick masonry wall

In a framed structure, brick masonry are used to construct curtain walls. They do not carry or transfer any load. Hence, the masonry walls do not have to thick.

#### Point load from intersecting beam

If there is any beam meeting the beam then the load of that beam is considered as point load.

#### Loads on slabs

Three types of loads are to be considered for the design of slabs:

- Dead load of the slab
- Live load of the slab
- Floor finish load

#### Dead load of the slab

**Self weight of slab acts:**

This load acts as UDL, this is calculated after assuming the 1m wide square strip and suitable thickness consideration.

#### Floor finish load

This load also acts as UDL and this is calculated after assuming suitable intensity over 1m wide strip.

#### Live load on the slab

This is the temporary load on its intensity depends on type and occupancy of building.

The intensity can vary with the type of building.

i want to get more knowledge information…

live load, dead load, slab, beam footing calculation math

please, give me slab and beam load calculation Or Pactical LOAD SLAB ON SYNTEX WATER TANK

how can i layout my columns when no architechrual dwg is avail.

Hello Mr Kumar,

Why would you want column layout without architectural drawings? You would be spending lacs to get your house built. Don’t you think it would be a good idea to employ an Architect and a Civil Engineer to get your dream house designed and constructed?

sir/madam

we r planing to alter our first floor house

problem is it has beam but no columns so i need a guide will u help me to plan a duplex

thanks

devaraj

Please put up steps involved in “designing of continuous slabs”. I’d be very greatful.

i want to know how to calculate total load on various types of slab ie continuous slab simply supported slab

Hello,

Check out the following link. It will answer most of your questions.Building Design guide

I want to know that during construction of 1st floor I found that there is a beam 10″ width/6″thickness & pillor to pillor length is 10′ and there is another parallal beam within 5′ (distance) size is 5″/5″ & length is 10′ on 5″ wall but it’s both sides are connected with cross beam. Now give me the suggesstion that can I put a brick wall (10′ length) in between those two beam & the distance of that wall should be within 2′ from 5″/5″ /10′ (beam on wall) beam & 3′ from another beam if it is then please inform me at earliest at per return mail