Explore topic-wise MCQs in Prestressed Concrete Structures.

This section includes 7 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 resultant maximum long term deflection if is 2.6, y is 38.5mm, g is 46mm, p is 74.7mm?

Calculate the span section cracked in flexure (M=M0) Fcp = 23.4n/mm2, zb is 99 106 and stress induced is 1000?

Find ratio for ultimate flexural strength at the centre span section given that Aps = 3000mm2, d = 1150mm, fcu = 50n/mm2, bw = 150mm, fpu = 1500n/mm2, b = 600mm, ht = 250mm, design ultimate moment mud = 3400knm?

Find prestressing force if area is 36.75mm2 of eccentricity 580 given finf is 26.5kn/m and zb is 99 106?

Find the Permissible stresses and range of stresses for class 1 structure fcu = 50n/mm2, fck = 35n/mm2 according to BS: 8110 recommendations for fcu = 50n/mm2 and fci = 35n/mm2,fct = 0.5fci = 17.5n/mm2?

Calculate working moment if design working load is 19.8kn/m covered over a span of 30m (actual self weight of girder is 8.8kn/m)?

Find resultant maximum long term deflection if is 2.6, _y is 38.5mm, _g is 46mm, _p is 74.7mm?

Calculate the span section cracked in flexure (M=M0) F_cp = 23.4n/mm², z_b is 99 106 and stress induced is 1000?

Find ratio for ultimate flexural strength at the centre span section given that A_ps = 3000mm², d = 1150mm, f_cu = 50n/mm², b_w = 150mm, f_pu = 1500n/mm², b = 600mm, h_t = 250mm, design ultimate moment m_ud = 3400knm?

Find prestressing force if area is 36.75mm² of eccentricity 580 given f_inf is 26.5kn/m and z_b is 99 10⁶?

Find the Permissible stresses and range of stresses for class 1 structure f_cu = 50n/mm², f_ck = 35n/mm² according to BS: 8110 recommendations for f_cu = 50n/mm² and f_ci = 35n/mm²,f_ct = 0.5f_ci = 17.5n/mm²?