(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) 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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Step 1: Given:
VIEWStep 2: Classification of slab
VIEWStep 3: Determine ultimate load
VIEWStep 4: Bending moment along both the directions
VIEWStep 5: Check for the provided depth
VIEWStep 6: Reinforcement along shorter direction
VIEWStep 7: Reinforcement along longer direction
VIEWStep 8: Check the slab for deflection
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