Innovation in Hybrid Building Design | 2015-08-27 |

Innovation in Hybrid Building Design

Engr. M. Firoze, P. E.     27th August, 2015 09:18:38 printer

Innovation in Hybrid Building Design

The reinforced concrete (R.C.) structure is the accepted standard, for the design and construction of residential and commercial buildings in Bangladesh. All types of structures from 2 story homes to 40 story commercial, multi-purpose buildings have been built on R.C. Design theory and construction principles.


The Reinforced Concrete (R.C.) construction principle relies on 3 or 4 simple building elements: Columns, Beams and Floors. A floor is the functional element of a building which supports the load, of people, furniture etc. The floor is supported on its edge by 4 horizontal elements known as Beams. The Beam’s ends are connected to the Columns. Columns are vertical elements which transmit the self-weight of the Floors and Beams, along with the loads of the occupants and furniture to the Foundations of the Buildings. A multi-story building will also have a central ‘core’, consisting of the elevator shaft and stair cases connecting the floors. The core in multistory buildings enhances the rigidity of the building in resisting seismic and wind forces.



A brief analysis of the total weights or mass of different building elements of a 20 story building of 4540 square feet in each floor is presented in Table 1 below    


ELEMENT             MASS -Tons

Columns                      1276

Beams                         1191

Floor Slabs                  3450

Shear Wall                   1023

Foundation                   4018

TOTAL                         10,958



It will be apparent to the reader, floor slabs account for 31.5% of the total weight of the building. The Beams, Columns and the Foundation have to be designed to safely bear the weight of the slab.


Innovation to reduce the dead weight of the floor slabs was always at the forefront of considerable engineering research; a key breakthrough came with concrete floors supported on steel trusses. A truss is one of the oldest engineering structures, but its use to support concrete floors was a relatively recent event, in the last 50 years.


The weight distribution of different building elements in same 20 stories building with steel truss supported concrete slab is shown Table 2 below


ELEMENT             MASS -Tons

Columns                      1095

Beams                         1087

Floor Slabs                  1588

Shear Wall                   1023

Foundation                   3665

TOTAL                           8458



The total weight of the 20 floor slabs in a traditional concrete building, in Table.1 is 3450 Tons while the weight of 20 truss supported floors, in Table.2 is only 1588 Tons. This weight saving favorably impacts the overall weight of the building. The lighter building weight is of immense importance for earthquake safety. Earthquake induced ground movements; have greater impact on massive objects as an object with greater mass has greater inertia.



The saving in the total building weight is dramatic, from a total of 10,958 Tons in a traditional reinforced concrete slab Building to 8458 Tons for a truss supported slab Building. This is a saving of 2500 Tons or 23.12 %. In both the building type comparison, the weight of only the reinforcing steel and concrete, the structural component, has been considered and shown for easy and convenient comparison.


The comparative analysis of the two different floor systems, on a 20 story buildings was done by generating a finite element model on ETABS software by a leading engineering firm in Dhaka and reviewed by 2 leading PhD civil engineering professors in BUET. The ETABS software is used by civil engineers in 160 countries of the world and universally accepted as the construction industry’s most reliable software. The building was designed for a location in Dhaka and the Bangladesh National Building Code (BNBC) guidelines were followed in the design.


The total cost, inclusive of construction materials and direct labor for the traditional 20 story concrete building stands at Tk. 265,334,212. The estimated cost of a steel truss supported floor 20 stories building of the same area and layout is Tk.215, 646,232.This means a saving of 18.72%. The time to construct a truss supported floor is reduced by33% as no shoring is required. If the time saving is factored as a cost element then the total savings will be even higher, over 20%.


In Europe and North America and in the Middle East truss supported floors have become the norm and accepted method of building construction. In the last 5 years, truss supported floors have made inroads and gained popularity in neighboring India as well.


The impact of the huge cost savings in housing construction by using truss supported floors will have a favorable impact on the country’s economy. It has been estimated, by 2050, the country’s urban population will be 100 million. In 2014 it was 48 million. This implies another 52 million people will migrate to multistory concrete houses from thatched rural houses in 35 years. If the average family size of the 52 million new urban dwellers is assumed to be 5 persons, the number of new housing units will be 10.4 million. If the living area for each family is estimated to be only 700 square feet; this will mean 7.280 billion square feet of new housing space. If the building cost is Tk.1640 by conventional R.C. method the total cost comes to Tk.11.94 trillion. Saving 18.72% of this colossal amount, by steel truss supported floors, translates in to Tk.2.235 trillion or Tk. 223,500 crores over 35 years. Thus the annual national savings will be Tk.6385 crores. The urbanization figures were compiled from research conducted by Center for Urban Studies, of Dhaka University and various United Nations agencies. the studies do not cover the projected huge growth in garments multistory factories and other industrial buildings.


The key factor in the ready acceptance and growth of the truss supported floor industry depends on the production and ready availability of high quality, high strength structural steel shapes such as Angles. These structural angle shapes have to conform to the demanding standard ASTM 572 Grade 50, which is internationally accepted as the raw material for the manufacture of floor trusses.  BSRM has successfully started the manufacture of ASTM 572 Grade 50 angles in its modern state of the art rolling mill in Nasirabad, Chittagong, with a capacity of 450,000 tons per annum. This factory alone can cater to the annual requirement of steel trusses for the housing industry.


The writer is the Head of Product Development of BSRM Group