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RECAST REINFORCED CONCRETE SLAB WITH CAST IN PLACE REINFORCED CONCRETE TOPPING

construction

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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=1f6+2.5f8/m

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

A``a2eff=1f6+2.5f8/m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOR P4 :

 

 

 

 

 

 

Equilibrium equations:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Aa1eff=2.5f8/m

A`a1eff=5f6/m+1f8/m    

Aa2eff=1f6/m+1f8/m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A`a2eff=1f6+2.5f8/m

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

A``a2eff=1f6+2.5f8/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+2.5f8

 

 

 

 

 

 

 

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