# Bar Bending Schedule for The Pipe Sleeper

**Bar Bending Schedule for The Pipe Sleeper **

Today I have a topic on how to calculate the bar bending schedule for pipe sleepers. Uses of pipe sleeper and what is the pipe sleeper.Bar Bending Schedule for The Pipe Sleeper.

**What is the Pipe sleeper?**

Any pipeline sleeper for just a Supports for Pipe Line. Pipe Sleeper Foundation Use the Pipe Line Supports they have a Base Plate on the top Side that Plate is used for holding the Pipe with the help of any Coupling this coupling is welded with the Base Plate. This foundation is used for any petrochemical plant or any other plant.

**Bar Bending Schedule for The Pipe Sleeper **

The bar bending of pipe sleepers is the basic topic of any civil engineer or any supervisor.

Now we calculate the bar bending schedule with the help of the given data.

**Given data**

Length =2000

Width =1500

Height of Footing=500

Diameter of Bottom Bar= 12mm

Diameter of Vertical Bar=16mm

Diameter of Stirrup=10mm

Spacing of Footing=200mm

Spacing of Stirrups=150mm

Concrete Cover of Footing=75mm

Concrete Cover of Sleeper=50mm

**Solution**

**1-Bottom Long Bar Dia=12mm**

Length of Bottom Long Bar=length -2 C.C +2bends-2bends 90º(2d)

Length of Bottom Long Bar=2000-2(75)+2(29d)-2(2×12)

Length of Bottom Long Bar=2000-150+2(29×12)-48

**Length of Bottom Long Bar=2.498m**

Number of Bottom Long Bar= Total width / spacing +1

**Number of Bottom long Bar= 1500/200+1=8.5=9No’s**

Total Length of Bottom Long Bar=length of one bar x Number of Bar

**Total Length of Bottom Long Bar= 2.498x 9=22.482m**

**The bottom long and Top Long Bar is the same**

**So **

**Total Length of long Bar B & T= 22.482+22.482=44.964m**

**Weight of Long Bar B & T**

Weight of Long Bar B & T= d²/162.25xtotal length

Weight of Long Bar B & T = (12)²/162.25 X 44.964

**Weight of Long Bar B & T= 144/162.25 x 44.964=39.906=40kg**

**Learn More**

**Bar Bending Schedule For Circular Column**

**Bar Bending Schedule of Footing**

**2-Bottom Short Bar Dia=12mm**

Length of Bottom Short Bar =width – 2C.C +2bends-2bends 90º(2d)

Length of Bottom Short Bar =1500-2(75)+2(29d)-2(2×12)

Length of Bottom Short Bar =1500-150+2(29×12)-48

**Length of Bottom Short Bar =1.998m**

Number of Bottom Short Bar=Total Length/spacing+1

**Number of Bottom Short Bar=2000/200+1= 11no’s**

Total Length Of Bottom Short Bar= Length of one Bar x No’s of Bar

**Total Length Of Bottom Short Bar=1.998 x 11=21.978m**

**Bottom Short Bar and Top Short Bar are the same**

**So**

**Total Length of Short Bar B & T= 21.978+21.978=43.956m**

**Weight of Short Bar B & T**

Weight of Short Bar B & T= d²/162.25×total length

**Weight of Short Bar B & T=12²/162.25×43.956=39.01=39kg**

**Stirrups of Sleeper Foundation Dia=10mm**

Length of Stirrups= 2(width+Length)-4C.C+2bends-4bends(90º.2d)

Length of Stirrups=2(500+1500)-4(50)+2(9d)-4(2d)

Length of Stirrups=4000-200+2(9×10)-4(2×10)

**Length of Stirrups=3920mm=3.920m**

Number of Stirrups= Length of Sleeper /Spacing+1

**Number of Stirrups=1500/150+1=11No’s**

Total Length of Stirrups =Length of One Stirrups×No’s of Stirrups

**Total Length of Stirrups =3.920×11=43.120m**

**Weight of Stirrups Dia=10mm**

Weight of Stirrups=d²/162.25×total length

**Weight of Stirrups=10²/162.25×43.120=26.576kg=27kg**

**Learn More**

**Difference B/w Flexible and Rigid Pavement**

**Calculate The Complete Quantity Of Pipe Support Foundation**

**Thanks for Reading Article Get more Information and share it with others.**

**JOIN US & LIKE MY OFFICIAL FACEBOOK PAGE **

**THANKS**