(a) The detached servant room of a quarter is having internal size of 3.0mxx4.50m. It is to be covered by a roof of RCC. The dead load on roof 4.5kN//m^(2) and the live load is 1.50kN//m^(2) Design the slab by I.S. Code method. Assume grade of concrete as M25 and grade of Steel as Fe415.

Structural Analysis
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Chapter2: Loads On Structures
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(a) The detached servant room of a quarter is having internal size of 3.0mxx4.50m. It is to be covered by a roof of RCC. The dead load on roof 4.5kN//m^(2) and the live load is 1.50kN//m^(2) Design the slab by I.S. Code method. Assume grade of concrete as M25 and grade of Steel as Fe415.

(a)
empt
The detached servant room of a quarter is having internal size of 3.0m x4.50m. It
is to be covered by a roof of RCC. The dead load on roof 4.5 kN/m² and the live
load is 1.50 kN/m² Design the slab by I.S. Code method. Assume grade of
concrete as M25 and grade of Steel as Fe415.
Transcribed Image Text:(a) empt The detached servant room of a quarter is having internal size of 3.0m x4.50m. It is to be covered by a roof of RCC. The dead load on roof 4.5 kN/m² and the live load is 1.50 kN/m² Design the slab by I.S. Code method. Assume grade of concrete as M25 and grade of Steel as Fe415.
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