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Reinforced Concrete Design
Flexure
Analysis of Rectangular Beams
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Design Tables Doubly Reinforced
Analysis of T- Beams
MOR of slabs/mt width
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Allowable Shear Table
Design of Shear Ties
Design of Shear Ties for Torsion
Compression Members
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FLEXURE - MOMENT OF RESISTANCE OF SLABS kN.m PER METRE WIDTH
Factored BM Capacities
Slabs Design
Concrete Mix (fck) MPa
M15
M20
M25
M30
M35
Steel (fy) MPa
Fe250
Fe415
Fe500
Slab Thickness mm
Clear Cover(mm)
Main Bar Dia (mm)
06
08
10
12
16
18
20
22
25
Cross Bar mm
06
08
10
12
16
18
20
22
25
Minimum spacing (mm)
Maximum spacing (mm)