Project:

Section:

Drawing Ref:

Reference: Output

= 50 300

= 18 3

= 68 15

= 1020

= 94.5

30

500

24427 mm² 24932 mm²

12 mm

4

#NUM! mm² #NUM! mm²

32 mm

#NUM!

#NUM! #NUM!

Area Of Tension Steel Is Adequate

Check Minimum Reinforcement Check Maximum Reinforcement

Bar Choice

No. Of Bars Recheck If No Of Bars > 10

Tension Reinforcement

Area Of Steel Required Area Of Steel Provided

No. Of Bars Recheck If No. Of Bars > 4

#REF!

Compression Support Required

Bar Choice

Compression Reinforcement

Area Of Steel Required Area Of Steel Provided

Concrete (Fck) =

Steel (Fyk) =

Beam Design To Eurocode 2

Ultimate Loading (Wul):

(1.35 x gk) + (1.5 x qk)

Characteristic Strength

Total Span (L) = (m)

Characteristic Load :

Total Load x Span

Permanent Load (gk) Depth (d) = (mm)

Variable Load (qk) Breadth (b) = (mm)

Beam Analysis

Loading : (kN) Beam Dimensions

Ken Geelan

Calculations

INSERT RELEVANT DATA INTO HIGHLIGHTED AREAS

Keadue WWTP Upgrade Works

Calculation Sheet No :

Reinforced Concrete Base Design 1

Calculations By: Checked By: Date:

Job No. :