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Mohit Jain

SD4000

Design of G+10 storey RCC building with Temperature load

As the Building length is more than 45m, it is necessary to provide expansion joint or do a thermal analysis of the structure. Firstly, Thermal analysis was done on one building to avoid providing expansion (separation) joint. And then the building was separated using separation joint so that thermal analysis need not be done. The temperature change can result in stresses and deformation in concrete frame buildings. In most cases, the effects of temperature change are within the acceptable range of the building’s in-service response. But when the dimension of the building increases, the effects of temperature change are large and must be evaluated and accounted for, to mitigate their adverse impact on the building’s performance.  


Report Content

Architectural Plan and Structural layout of building with Temperature Load

Provision of Separation Joint

Load Consideration

Mode Shapes of Separated Building

Results and Comparison of Building with Temperature Load

Beam and Column Moment Comparison

Beam Design and Detailing

P-M interaction curve and Detailing of Rectangular Column

Design and Detailing of T-Column

Foundation Detailing of T-Column and Shear Wall Design