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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
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(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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