The cracking moment is the moment corresponding tensile bending stress at which concrete will start to crack. reinforcing steel cross-sectional area is 2% or less of concrete beam cross-section. The area of reinforcing steel is minimal compared to concrete. therefore, it will not cause a major change to concrete beam properties as long as the beam uncracked.

**Also read:***– Cracking of Concrete**– Calculating of cracking moment for hollow rectangular beam**– cracking moment calculation example for inverted T beam**– Calculating of cracking moment for T beam*

Bending stress for concrete at distance y from a neutral axis can be calculated using elastic beam theory f is the bending stress at distance y

M is the moment applied to the beam y is the distance from the neutral axis concrete modulus of rupture is defined as the bending tensile strength at which concrete start to cracks.

ACI provides us with the equation for calculating the modulus of rupture λ is equal 1 for normal weight concrete and less than 1 for lightweight concrete fc’ is the compressive strength for concrete now the tensile bending stress at which concrete start to cracks is known.

We can calculate the cracking moment. rearranging previous equation Mcr is the cracking moment fr is the modulus of rupture for concrete I is the moment of inertia for beam yt is the distance from the neutral axis to extreme fiber in tension

Example: assuming concrete is uncracked for the beam shown in figure no:2. consider dead load plus distributed load of 2 kN/m. fc’=30Mpa

- calculate bending stress at extreme tension fiber
- calculate the cracking moment

unit weigth of concrete equal 24.50 kn/m3 , Length of beam=5 m Dead load=24.5*0.45*.30=3.30 kn/m Total load=3.30+2.00=5.30 kn/m max moment for simply supported beam=(W*L^2)/8=16.56 kn.m neutral axis located at the center of the beam due to symmetry therefore, bending stress at etreme tensile fiber located at 0.225 from neutral axis ft=(16.56*0.225)/0.002278=1,635.89 kn/m2=1.63 Mpa modulus of rupture=0.7*1*√30=3.83 mpa=3,830kn/m2 Mcr=fr.I/yt=3830*(0.002278)/0.225=38.77 kn.m