Explore topic-wise MCQs in Prestressed Concrete Structures.

This section includes 6 Mcqs, each offering curated multiple-choice questions to sharpen your Prestressed Concrete Structures knowledge and support exam preparation. Choose a topic below to get started.

Explore topic-wise MCQs in Prestressed Concrete Structures.

Find the deflection due to self weight given that = 1.6, Ee = 2.6Ece, elastic modulus of concrete is 34 103, gravity is given as 6, self weight is 0.76, Length of the cable is 1000, elastic modulus of concrete is 34 103 , Moment of inertia is 3200 105?

Check for deflection due to prestressing force if given data is Prestressing force is 182 103 eccentricity of cable is 105, Length of the cable is 1000, elastic modulus of concrete is 34 103, Moment of inertia is 3200 105?

Find the supporting force if given characteristic strength is -1, moment of gravity is 3.86 106, zt = 230 104?

Find minimum section modulus given data is mg is 3.86 106, mq is 22.50 106, fbr is given as 12 and the loss ratio is 0.8?

Find minimum range of stresses if fct is 15n/mm2, fcw is 17, ftw is zero, fu is -1n/mm2, is 0.8?

Design a pretensioned roof pull-in to suit the data Fcu, concrete cube strength = 50n/mm2, effective span = 6m, applied load = 5kn/m, dead load = 1.4, live load = 1.6, = 0.125, k = 7.5, Dc = 2400, and determine ultimate moment and shear?

Find the deflection due to self weight given that = 1.6, E_e = 2.6E_ce, elastic modulus of concrete is 34 10³, gravity is given as 6, self weight is 0.76, Length of the cable is 1000, elastic modulus of concrete is 34 10³ , Moment of inertia is 3200 10⁵?

Check for deflection due to prestressing force if given data is Prestressing force is 182 10³ eccentricity of cable is 10⁵, Length of the cable is 1000, elastic modulus of concrete is 34 10³, Moment of inertia is 3200 10⁵?

Find the supporting force if given characteristic strength is -1, moment of gravity is 3.86 10⁶, z_t = 230 10⁴?

Find minimum section modulus given data is mg is 3.86 10⁶, m_q is 22.50 10⁶, f_br is given as 12 and the loss ratio is 0.8?

Find minimum range of stresses if f_ct is 15n/mm², f_cw is 17, f_tw is zero, f_u is -1n/mm², is 0.8?

Design a pretensioned roof pull-in to suit the data F_cu, concrete cube strength = 50n/mm², effective span = 6m, applied load = 5kn/m, dead load = 1.4, live load = 1.6, = 0.125, k = 7.5, Dc = 2400, and determine ultimate moment and shear?