A slab without beam is called as

Related MCQs

• The heel slab of cantilever retaining wall is subjected to 1. Varying earth pressure developing tensile stresses on earth side 2. Downward force due to weight of earth above the heel slab 3. Downward force of self-weight of slab 4. Upward soil pressure
• The toe slab of cantilever retaining wall is subjected to 1) Varying large Upward soil pressure 2) Downward force due to weight of earth above the heel slab 3) Downward force of self-weight of slab
• In flat slab design, let τv = shear stress at critical section and τc = permissible shear stress in concrete , then flat slab is redesigned
• According to IS 456: 2000, a flat slab can be design by direct design method if there are continuous span in each direction
• A flat slab can be design by
• In flat slab design, in an interior span total design moment Mo shall be distributed in proportion
• In direct design method of flat slab design, At an interior support, the column strip shall be designed to resist
• In direct design method of flat slab design, At an exterior support, the column strip shall be designed to resist the
• In flat slab design, The drops when provided shall be rectangular in plan, and have a length in each direction
• In flat slab design, the column strip shall be designed to resist