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RECAST REINFORCED CONCRETE SLAB WITH CAST IN PLACE REINFORCED CONCRETE TOPPING

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RECAST REINFORCED CONCRETE SLAB WITH CAST IN PLACE REINFORCED CONCRETE TOPPING

DESIGN OF THE SLABS IN THE PLASTIC DOMAIN

FOR P1 :



Equilibrium equations:

Aa1eff = 5f6/m

A`a1eff=5f8/m

Aa2eff=5f6/m

A`a2eff=5f8/m

FOR P2 :

Equilibrium equations:

Aa1eff=5f6/m

A`a1eff=2.5f10/m

Aa2eff=5f6/m

A`a2eff=2.5f10/m

A``a1eff=2.5f10/m

FOR P3 :

Equilibrium equations:

Aa1eff=2.5f8/m

A`a1eff=5f6/m+1f8/m 

Aa2eff=1f6/m+1f8/m

A`a2eff=1f f8/m

A``a1eff=2.5f f8/m

A``a2eff=1f f8/m

FOR P4 :

Equilibrium equations:

Aa1eff=2.5f8/m

A`a1eff=5f6/m+1f8/m 

Aa2eff=1f6/m+1f8/m

A`a2eff=1f f8/m

A``a1eff=2.5f f8/m

A``a2eff=1f f8/m

FOR P5 :

Equilibrium equations:

Aa1eff=2.5f6/m+2.5f8/m

A`a1eff=1f6/m+2.5f8/m

Aa2eff=1f6/m+1f10/m

A`a2eff=2.5f6/m+2.5f


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