HOW TO CALCULATE BAR IN CIRCULAR SLAB

HOW TO CALCULATE BAR IN CIRCULAR SLAB

जॉर्डनो ג׳ורדנו ጆርዳኖ جوردانو จอร์แดโน่ JORDANO Ιορδάνοςஜார்டானோ

Find the Reinforcement Details Having the Diameter of 3 m Providing Main Reinforcement 10 mm Diameter and Distributor 8 mm Diameter at Spacing 200 mm and Nominal Cover Is 25 mm.

                                               ANSWER


In Circular Slab Reinforcement Length Is Changed Due To Spacing Of the Reinforcement.

For This Cause Using Pythagoras Theorem to Find Out the Length Of each Reinforcement.

@zebuu1028 handwritten question


@zebuu1028 handwritten answer


L= Diameter of Slab – Nominal Cover

For Pythagoras Theorem L1= (√R 2 – H 12)2 H 1, H 2, H 3 =Spacing Of

Reinforcement

L2= (√R 2 – H 22)2 R = Radius of Slab (Excluding Nominal Slab)

Same Steps for Other Reinforcements

Example for Circular Slab Reinforcement Calculation

Find the Reinforcement Details Having the Diameter of 3 m Providing

Main Reinforcement 10 mm Diameter and Distributor 8 mm Diameter at Spacing 200 mm and Nominal Cover Is 25 mm

✦ L = 3 – 2 (0.05)

L =2.95 m

✦ L1 = (√R 2 – H 12) X 2

L1 = (√1.475 2 – 0.2 2)2

L1= 2.92 M

✦ L2= (√R 2 – H 22)2

L2= (√1.475 2 – 0.42)2

L2= 2.84 M

L3= (√R 2 – H 32) X 2

L3= (√1.475 2 – 0.62) X 2

L3= 2.70 M

✦ L4 = (√R 2 – H 42) X 2

L4 = (√1.475 2 – 0.8 2) X 2

L4 = 2.48 M

✦ L5 = (√1.475 2 – 12) X 2

L5 = 2.16 M

✦ L6 = (√R 2 – H 62) X 2

L6 = (√1.475 2 – 1.2 2) X 2

L6 = 1.72 M

✦ L7 = (√R 2 – H 72) X 2

L7 = (√1.475 2 – 1.4 2) X 2

L7 = 0.93 M

Total Length of Main and Distribution Reinforcements

= L + 2(L1) + 2(L2) + 2(L3) + 2(L4) + 2(L5) + 2(L6) + 2(L7)

= 2.95 + 2(2.92) + 2(2.84) + 2(2.70) + 2(2.48) + 2(2.16) + 2(1.72) + 2(0.93)

= 34.45 M

Total Weight of 10 Mm Diameter Main Reinforcement

Weight of 10 Mm Bar Per Meter Length = 0.617 Kg /M

Weight = 34.45 X 0.617 = 21.26 Kg

Total Weight of 8 Mm Diameter Main Reinforcement

Weight of 8 Mm Bar Per Meter Length = 0.395 Kg /M

Weight = 34.45 X 0.395

= 13.60 Kg

Total Weight of Reinforcement for This Slab = 21.26 + 13.60

=34.88 Kg


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