Calculate The Bar Bending Schedule For Plinth Beam
Bar Bending Schedule For Plinth Beam |Calculate The Bar Bending Schedule For Plinth Beam
Calculate The Bar Bending Schedule For Plinth Beam
In this topic, I will discuss how to calculate the bar bending schedule for the plinth beam |Calculate The Bar Bending Schedule For Plinth Beam |what is the plinth beam.
What is the Plinth Beam.?
A plinth beam is a beam that is constructed between the foundation and wall. the main purpose of providing the plinth beam is to prevent the extend the crack between the foundation and the wall.
Calculate The Bar Bending Schedule For Plinth Beam
Given data
Beam clear span=2500mm=2.5m
Length of beam =300mm=0.300m
Width of beam =380mm=0.380m
Number of main bar=4 No’s
Diameter of main bar =16mm
Diameter of stirrups=8mm
Spacing of stirrups=150mm
Concrete cover=25mm
Solution
Main bar diameter=16mm
Cutting length of main bar= clearspan+2 x Ld- 2bends 90 degree
Ld=40d
2bends 90degree= 2bends bothe side and 90dgree bends =2d
Cutting length of main bar=2500+(2x40d)-2x2d
Cutting length of main bar=2500+(2x40x16)-(2x2x16)
Cutting length of main bar=2500+1280-64=3716mm=3.716m
Number of bar= 4No’s
The total length of the main bar = length of one bar x number of bar
Total length of main bar =3.716 x 4=14.864m
Weight of the main bar
Weight of main bar=d²/162.25x total length
Weight of main bar=(16)²/162.25x 14.864=23.45kg=24kg
Stirrups
Cutting length of stirrups= 2 x (length +width)+2x hook length -3x 90 degree bends -2 x 135degree bends
90 degree bends=2d
135 degree bends =3d
Hook length =10d
Cutting length of stirrups=2x(250+330)+2x10x8-(3x2x8)-(2x3x8)
Cutting length of stirrups=1160+160-48-48=1244mm=1.224m
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Bar Bending Schedule For Footing
Number of Stirrups
Number of Stirrups=clear span of beam /spacing +1
Number of Stirrups=2500/150+1=17.67=18No’s
The total length of stirrups=Length of one stirrup x number of stirrups
Total length of stirrups=1.224 x 18=22.032m
Weight of Stirrups
Weight of Stirrups=d2/162.25 x total length
Weight of Stirrups=(8)2/162.25 x 22.032=8.69=9kg
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