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Design and Analysis of G+2 Residential Building
In that article, the reinforcement detail of a G+2 house, reinforcement details of the column, footing, roof slab, beam, and floor beam are described.
The size of reinforcement is utilized in RCC member is on the basis of the architectural drawing as well as designing with respect to the G+2 house. Furthermore, in case the user wishes to create a design wherein the height of the structure is below ten m as well as the spacing of columns is four m to five m, the user can make the design.
Furthermore, users must have to verify soil type, live load, horizontal load, vertical load, slenderness ratio, dead load, deflection of the beam at the time of drafting or drawing design with respect to RCC structure with respect to the suburban house according to I.S. Code guidelines.
As per the rules, a structure of G+2 residential property or building is supposed, utilizing standard nine″ thick walls, therefore the user must utilize reinforcement size of 16 mm with respect to mesh bar with respect to footing, 16 mm size utilized for the column, 16 mm size utilized for beam as well as 10 mm and 8 mm iron rod size utilized for RCC roof slab casting.
Footing Reinforcement Detail
A structure of G+2 residential building is supposed, utilizing standard nine″ thick walls. Therefore, the size of the footing depth must be not less than six to seven feet in a trapezoidal form or shape, utilizing reinforcement size T16@5″C/C with respect to mesh bar of Fe 500 utilized with m20 grade of concrete having a clear cover of 50 mm.
Column Reinforcement Details
A structure of G+2 residential building is supposed, utilizing standard nine″ thick walls, column’s size must be at least 10″ × 16″, utilizing 4 nos of reinforcement size T16 at the corner and 2 nos of T12 at the middle of Fe 500 utilized with m20 grade of concrete having stirrups of T10@6″C/C having clear cover 35 mm.
Plinth Beam Reinforcement Details
A structure of G+2 residential building is supposed, utilizing standard nine″ thick walls, plinth beam’s size must be at least 9″ × 9″, utilizing 2 nos of reinforcement size T16 to top as well as 2 nos of reinforcement size T16 in the base or bottom of Fe 500 utilized with m20 grade of concrete having stirrups of T10@6″C/C having a clear cover of 35 mm.
Floor Beam Reinforcement Details
As per the rule, suppose a structure of G+2 residential building, utilizing standard nine″ thick walls, floor beam’s size must be at least 9″ × 9″, utilizing 2 nos of reinforcement size T16 to top as well as 2 nos of reinforcement size T16 in the base or bottom of Fe 500 utilized with m20 grade of concrete having stirrups of T10@6″C/C.
RCC Roof Slab Reinforcement Details
A structure of G+2 residential building is supposed, utilizing standard nine″ thick walls, RCC slab’s thickness must be at least 5 inches, utilizing reinforcement of main bar of steel size T10@6″C/C as well as distribution bar of reinforcement size of T8@8″C/C in the base or bottom, utilizing reinforcement of main bar of steel size T10@5″C/C as well as distribution bar of reinforcement size of T8@8″C/C into the top of Fe 500 utilized with m20 grade of concrete as well as offered a clear cover of 20 mm.
To get more detail, go through the following video tutorial.
Lecturer: Civil Engineer Deepak Kumar
