Analysis of cracks in various structural elements in a building is as follows:
Crack1: Cracks on RCC components, due to non-consideration of loads acting on the element on design
Crack2: Formation of the crack due to the use of poor quality materials.
Crack3: Crack in the foundation due to overloading of structure not considered in design
Crack4: Diagonal crack in a masonry wall due to temperature/moisture variation.
Identify the cracks as structural cracks (SC) and non-structural cracks (NSC).
1
SC: Crack1;
NSC: Crack2, Crack3, Crack4
2
SC: Crack1, Crack4;
NSC: Crack2, Crack3
3
SC: Crack4;
NSC: Crack1, Crack2, Crack3
4
SC: Crack1, Crack2, Crack3;
NSC: Crack4
5
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