RC Beam Design — IS 456:2000

Project Name

Beam ID / Mark

Designer

Date

Beam Width (b)mm

Overall Depth (D)mm

Clear Cover mm

Cl. 26.4, Table 16

Effective Span (L)mm

Cl. 22.2

Support Condition

Cl. 23.2.1

Concrete Grade (fck)N/mm²

Main Steel Grade (fy)N/mm²

Shear Steel Grade (fyv)N/mm²

Tension Bar Dia. (φ)mm

No. of Tension Bars

No. of Layers (tension)

Compression Bar Dia. (φ')mm

No. of Compression Bars

Side Face Bar Dia. (φs)mm

Side Face Layers / face

Stirrup Diameter mm

No. of Stirrup Legs

Stirrup Spacing (sv)mm

Sagging Moment (Mu,sag)kN·m

Hogging Moment (Mu,hog)kN·m

Shear Force (Vu)kN

Torsional Moment (Tu)kN·m

Exposure Condition

Table 3 / Table 5