RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive All listed here Is free from moisture Is dry Is not cohesive All listed here Is free from moisture Is dry ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/3C 2300/2C 2800/C² 2800/C 2800/3C 2300/2C 2800/C² 2800/C 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 8hl/p 8hp/l 8hl/p² 8hp/l² 8hl/p 8hp/l 8hl/p² 8hp/l² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/10 (L - 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/10 (L - 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor) M/100Q √(M/Q) M/10√Q √(M/100Q) M/100Q √(M/Q) M/10√Q √(M/100Q) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Steel beams encased in concrete Doubly reinforced beams ignoring compressive stress in concrete Beams if shear exceeds 4 times allowable shear stress Design of simple steel beams Steel beams encased in concrete Doubly reinforced beams ignoring compressive stress in concrete Beams if shear exceeds 4 times allowable shear stress Design of simple steel beams ANSWER DOWNLOAD EXAMIANS APP
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