Flux in the central limb is = 1.3 mWb = 1.3 × 10−3 Wb
Cross section A = 800 mm2 =800 × 10−6 m2
∴ B = Φ/A = 1.3 × 10−6 /800 × 10−6
= 1.625 T
Corresponding value of H for this flux density is given as 3800 AT/m.
Since the length of the central limb is 120 mm. m.m.f. required is
= H× l = 3800 × (120 × 10−3 ) = 456 AT/m.
Air-gap
Flux density in the air-gap is the same as that in the central limb.
H = B/μ0 = 1.625/4π × 10−7 = 0.1293 × 10−7 AT/m
Length of the air-gap = 1 mm = 10−3 m
m.m.f. reqd. for the air-gap = H × l = 0.1293 × 107 × 10−3
= 1293 AT.
The flux of the central limb divides equally at point A in figure along the two parallel path ABCD and AFED. We may consider either path, say ABCD and calculate the m.m.f. required for it. The same m.m.f. will also send the flux through the other parallel path AFED.
Flux through ABCD = 1.3 × 10−3 /2 = 0.65 × 10−3 Wb
Flux density B = 0.65 × 10−3 /500 × 10−6 = 1.3 T
The corresponding value of H for this value of B is given at 850 AT/m.
∴ m.m.f. reqd. for path ABCD = H × l = 850 × (300 × 10−3 )
= 255 AT
As said above, this, m.m.f. will also send the flux in the parallel path AFED.
Total m.m.f. reqd. = 456 + 1293 + 255 = 2004 AT
Since the number of turns is 500, I = 2004/500 = 4A