**Introduction**

A slab is a structural member whose depth is considerably smaller than the lateral dimensions. They provide useful surfaces for supporting loads, and may be supported on beams, columns, walls, or masonry. When a slab is supported on two opposite sides, they are referred to as *one-way *slabs because the load is transferred from the slab to the beam in the perpendicular direction.

However, if a slab is supported by beams on the four sides, and the ratio of length to width is greater than 2, majority of the load is transferred to the short direction to the supporting beams, and one-way action is obtained in effect, even though supports are provided on all sides. The structural action of one-way slabs may be visualized in terms of the deflected surface. This can be approximated as a cylindrical surface, and curvatures and bending moments are parallel to the short side *L*x. The slab is normally analysed a beam of a unit strip, with the bending moment, shear forces, and reinforcement determined per unit strip.

In many design circumstances, rectangular slabs have dimensions where the ratio of the longer side to the shorter side is less than 2 (and are also supported in such a way that two-way action results). When loaded, such slabs bend into a dished surface rather than a cylindrical one. This means that at any point the slab is curved in both principal directions, and since bending moments are proportional to curvatures, moments also exist in both directions.

Typical Two Way Deflection in A Flat Slab |

To resist these moments, the slab must be reinforced in both directions, by at least two layers of bars perpendicular, respectively, to two pairs of edges. The slab must be designed to take a proportionate share of the load in each direction.

**Why Short Span?**

When civil engineering students enter a structural design classroom for the first time, they are told that the shorter span is more critical in the design of slabs. This is usually source of wonder for first timers because by mere instincts, the longer span should be more critical. This article shows very simple proofs why the short span is more critical in slabs.

**(1) Deflection of centre-strip approach**

This offers an extremely simplified concept that shows that the load transmitted to the shorter span is greater than the load transmitted to the longer span.

Let us consider the two way action of the slab shown below;

*q*

_{y}

*q*

_{x}

*w*= 5

*q*

_{y}

*L*

_{y}

^{4}/384EI = 5

*q*

_{x}

*L*

_{x}

^{4}/384EI

*q*

_{y}

*L*

_{y}

^{4}/384EI = 5

*q*

_{x}

*L*

_{x}

^{4}/384EI

*q*

_{y}

*L*

_{y}

^{4 }=

*q*

_{x}

*L*

_{x}

^{4}

*q*

_{x}

*/*

*q*

_{y}

^{ }=

*L*

_{y}

^{4 }/

*L*

_{x}

^{4}

_{y}> L

_{x}, we can accept that the load on the short span (q

_{x}) is greater than the load on the long span (q

_{y}) since L

_{y}/L

_{x}> 1.0.

**(2) Yield Line Approach**

^{2})

_{y}= 6m

_{x}= 5m

^{2}

^{2}

Therefore;

The force parallel to the short span (Px) = 2 × 8.6825m^{2} × 1 kN/m^{2} = 17.365 kN

The force parallel to the long span (Py) = 2 × 6.316m^{2} × 1 kN/m^{2} = 12.632 kN

Total load on slab = (5 × 6)m^{2} × 1 kN/m^{2} = 30 kN

Therefore, you can see why the shorter span is more heavily loaded based on the yield line pattern.

**(3) Finite Element Analysis**

When we carry out finite element analysis on slabs, the result offers an insight;

Let us check out the slab investigated above using finite element analysis results from Staad Pro.

^{2})

_{y}= 6m

_{x}= 5m

*v*= 0.2

^{2}

**Conclusion**

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Simple and well detailed review of the topic. If only teachers of the subject are well grounded like u. Keep the zeal unquenched.

This is amazing, I'm a student yet to be thought this. I guess I have an edge already.

Thank you very much

Provided you maintain the original link of the source. You can share

I am glad you found this article helpful. Thanks

Well detailed just like professor Aginam.

I really want to understand the concept of double reinforcement pls

Even a none engineering student will understand this principle when he reads this article… You are highly loaded boss… Thank God for you!!!!

Ranks am a structural engineer,just my Master's. Your information's are among the best .i always consult your page regularly. Keep it up bro. Happy Sunday

very helful

Well done bro. You did justice to this concept