Structural Analysis, Value Engineering Analysis and Design for
a B+G+10 structure in Ahmedabad city, Gujarat, India
Client : Development 2020, Ahmedabad
May 2011 to Sept. 2011

PlanElevations

 

Approach

It has been noted that present approach to Reinforced Concrete construction design in developing countries has a conservative amount of steel and concrete being utilized. Therefore, a structural design attempt was made here by utilizing a combination of ‘reinforced concrete design’ and ‘value engineering’ techniques so as to achieve a more efficient design.

 

Tasks

1. Generate a 3-D global computer model (using software such as STAAD-Pro) of the B+G+10 Reinforced Concrete Structure for frame analysis.                                                                                

2. Explore costs impacts based on analysis and design parameters, and related reasons, at each floor level for the structure.                                                                                                                                                              

3. Look into miscellaneou
s structural elements which may have significant impact on costs. 

 


Lessons

1. The 3-D Staad-Pro Global Analysis shows:

  • The cost of slab can be seen as a significantly high component (58%) compared to columns(26%) and beams(16%) combined

  • Reinforcement costs are significantly higher (69%) than concrete-works(19%) and formwork(11%) combined

2. It is possible to derive relationship between Cost ratio and Quantity ratios between two major ingredients, so design costs can be saved. For example, the ratio of cost of cement and steel can be compared with the proportions stipulated in a design. See image below.

Cost versus Quantity ratio

About the Structure

The building is a typical Ground plus Ten storied Residential building structure to be built in Ahmedabad city. The structure consists of a basement raft plus fourteen (14) slabs which includes ground floor and terrace slabs. The structure consists of three blocks (A, B and C) . Each block has outside dimensions 28.13m in length x 19.18m in width, height = 48.035m. Blocks A and B are symmetrical in plan in both directions and are connected throughout the height of the structure. Block C is symmetrical in one direction in plan only. All blocks are connected by basement raft and its roof slab.

Isometric View of the modelFixed SupportsDead load VerticalHorizontal loadBasement Raft FloorBasement RoofSecond floor roof=Ninth floor RoofTenth Floor RoofTerrace Roof
Forces shown in table

BACK TO PROJECTS