Consider the following statements regarding the working stress design of under-reinforced RC section:
1. The neutral axis depth will be greater than that of a balanced section.
2. The stress in steel in tension will reach its maximum permissible value first.
3. The moment of resistance will be less than that of the balanced section.
4. The concrete on the tension side is also to be considered for calculating the moment of resistance.
Of these statements:
Under-reinforced RC section ds Working Stress Design ds laca/ esa fuEufyf[kr dFkuksa ij fopkj dhft,%
1 Neutral axis dh xgjkbZ balanced section dh vis{kk vf/d gksxhA
2 rukfor LVhy esa ruko igys vius vf/dre vuqes; eku rd igq¡psxkA
3 Moment of resistance balanced section dh vis{kk de gksxkA
4 Moment of resistance dh x.kuk esa tension side dh concrete dks Hkh ekuk tkrk gSA
buesa ls dkSu&ls dFku lgh gSa \