sistem plat rata pada bangunan condominium residence.

• adapun contoh gambar sistem plat rata :

 

Analysis and design of two stories town house with prefabricated concrete structural system.

 

4 stories office building with under ground parking and flat plate floor moreover some stair is free landing type.

 

Three stories house with underground water tank and this structure consist too many beam because area much more than 1000 sq.m.

 

2 stories house is included roof structure modeling.

 

Symmetrically three stories house with a pond in the front end.

 

17 stories condominium with two stories of basement is checking to resist wind and seismic load, including stabilities checking.

 

27 stories condominium is checking to resist wind and seismic loads, including stabilities checking.

 

33 stories condominium with four stories of basement is checking to resist wind and seismic loads, including stabilities checking.

 

24 stories condominium is checking to resist wind and seismic loads, including stabilities checking.

 

38 stories condominium is checking to resist wind and seismic loads, including stabilities checking.

 

Single bored pile with eccentricity is to be check so tie beam is required to resist unbalance moment in footing (F1). Moreover the bottom column is strengthened due to unbalance moment transfer to column.

 

The modular coordination building is design with prefabricated concrete structural system to resist wind and seismic loads.

Two stories restaurant with longest span about 10 meter by used 800x250 mm. beam size and twin beams are used to carry the glass-steps of stair ST1. The total gross sevice area about 1,200 sq.m.

Re-build of factory flat slab floor with 3 ton/sq.m. of live load. Due to live load is more than 75% of dead load therefore the twenty cases of live load pattern are defined to analyze and design of this flat slab.

In-door footsal court is a long span roof steel structure with space trusses are used as a main rafter and braced them by two dimensional warren trusses as a purlin. In result from architects and engineers therefore space trusses column are adopted instead of reinforced concrete column. Moreover, this project are consisted of two facilities building as reinforced concrete structure and two dog leg stairs.

            




   





   

Three stories home office is designed to resist seismic loads (x & y directions). Although it is located in Nakhon-Prathom province, there is out of disaster zone but by in order of owner's it will be concerned. the key point of this project are widely space about 8 meter in system of reinforced concrete beam-column moment resisting framed structure and single main stair beam (steel beam) with taken as same span.

                



    



    

High class single storey house is a reinforced concrete structure. This house having 3.5 m floor to floor is a more head room furthermore it used incline column is supported top roof slab. In calculation of beam forces and beam design is adopted T & L beam concept that it use some part of cast in place slab as a beam flange due to economical requirements and showing the known how technology of the structural designer.