A three-span continuous one-way slab with clear spans of 3.5m and thickness of 100mm is supported on beams 300mm wide. The slab has an effective depth of 74mm and carries a total factored floor load of 8.54kPa. Use f’c=21MPa and fy=275MPa. Unit weight of concrete is 23.5kN/m3 1. Calculate the moment at the most critical section of the interior slab considering a 1m strip 2. Calculate the spacing of 12mm diameter main reinforcing bars at the most critical section of the interior slab 3. Find the spacing of 10mm diameter temperature bars
A three-span continuous one-way slab with clear spans of 3.5m and thickness of 100mm is supported on beams 300mm wide. The slab has an effective depth of 74mm and carries a total factored floor load of 8.54kPa. Use f’c=21MPa and fy=275MPa. Unit weight of concrete is 23.5kN/m3 1. Calculate the moment at the most critical section of the interior slab considering a 1m strip 2. Calculate the spacing of 12mm diameter main reinforcing bars at the most critical section of the interior slab 3. Find the spacing of 10mm diameter temperature bars
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
(PRINCIPLES OF REINFORCED/PRESTRESSED CONCRETE)
PROBLEM NO. 2
A three-span continuous one-way slab with clear spans of 3.5m and
thickness of 100mm is supported on beams 300mm wide. The slab has an
effective depth of 74mm and carries a total factored floor load of
8.54kPa. Use f’c=21MPa and fy=275MPa. Unit weight of concrete is
23.5kN/m3
1. Calculate the moment at the most critical section of the interior
slab considering a 1m strip
2. Calculate the spacing of 12mm diameter main reinforcing bars at
the most critical section of the interior slab
3. Find the spacing of 10mm diameter temperature bars
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