A flat slab can be design by

Related MCQs

• In flat slab design, let τv = shear stress at critical section and τc = permissible shear stress in concrete , then flat slab is redesigned
• In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment in middle strip is
• In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment in column strip is
• In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment in middle strip is
• In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment in column strip is
• In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment is
• In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment is
• According to IS 456: 2000, a flat slab can be design by direct design method if there are continuous span in each direction
• 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