RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Four times Three times Six times Five times Four times Three times Six times Five times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hp/l 8hp/l² 8hl/p 8hl/p² 8hp/l 8hp/l² 8hl/p 8hl/p² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Free end Mid span and fixed support Mid span Fixed end Free end Mid span and fixed support Mid span Fixed end ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member All listed here To provide high bond stresses To overcome bursting stresses at the ends To overcome high bearing stresses developed at the ends All listed here To provide high bond stresses To overcome bursting stresses at the ends To overcome high bearing stresses developed at the ends ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 20 10 25 15 20 10 25 15 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS