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apter 1:

pes of Sla

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Or beamleFlat plateFlat slab, due to sheWaffle (gin a rectil

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ans are not laorporates droative bendingig. f), a two wn to reduce th

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avior of T

a); two centuniform load

seen that the

actual behav

b); grid mod

outer strips sments are less

max moment

moments var

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ter strips of ad q (kN/m2).

larger share

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s2 and l2 are ns due to the s

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a rectangular. Their defle

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r slab with shections at the

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curvature. M

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as shown bel

and long span point are th

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low for a SS

an lb, loadedhe same:

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S slab;

3 

d

1 Intr

Specbeamdiago

Speci

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ial reinforcem-supported tonal, and at t

ial As = max

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nst twisting b system; whgonal, as fol

in the panel

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moments ishere they tenllows;

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rners of a he bottom //

4 

1 Introduction TW Slabs                         Prof Dr Bayan Salimm 

5 

1 Intr

Flat

Flat

oduction TW 

Slab floor

Slab floor

Slabs              

r system

r system (w

           Prof D

with colum

r Bayan Salim

mn capital

m 

ls)

6 

1 Intr

oduction TW Slabs                         Prof Dr Bayan Salimm 

7