Important points to remember for Civil Site Engineer
Every engineer must know to avoid error on-site while working as Explained below
1. Clear Cover to the main reinforcement Footing : 50 mm Raft Foundation Top : 50 mm, Bottom/Sides: 75 mm Beam : 25 mm Slab : 20 mm Column : 40 mm Staircase:15 mm2. The standard weight of 1m steel bars
Formula: the weight of bar per meter length = d2/162 kg/m , d-diameter of bar in mm 8 mm 0.39 kg/m 10mm – 0.62 Kg/m 12mm – 0.88 Kg/m 16mm- 1.58 Kg/m 20mm – 2.47 Kg/m 25mm – 3.85 kg/m 32mm – 6.32Kg/m
3. One Way Slab The ratio of longer span (l) to shorter span (b) is equal or greater than 2 The main reinforcement is provided in shorter span & distri. Reinf. in the longer span.
4. Two Way SlabRatio of longer span (l) to shorter span (b) is less than 2load will be carried in both directions. So, the main reinforcement is provided in both direction for two-way slabs.
5. Main bars in reinforcementMain bars in the slabs shall not be less than 8 mm (HYSD) or 10 mm (Plain bars)
6. Distribution bars Distribution bars are not less than 8 mm and not more than 1/8 of the slab thickness.
7. Minimum thickness of slab is 125 mm
8. Compressive strength of Bricks is 3.5 N / mm2 and Water absorption should not be more than 15 %
9. The freefall of concrete is allowed a maximum to 1.50m.
10. Excavation work for basement above 3m should be stepped form
11. Electrical conducting shall not run through the column
12. Dimension tolerance for cubes + or – 2 mm
13. The pH value of the water should not be less than 6.
14. In soil filling as per IS code for every 100 sqm, 3 samples for core cutting tests should be taken.
15. Lapping is not allowed for the bars having diameters more than 36 mm.
16. Longitudinal reinforcement not less than 0.8% and more than 6% of gross c/s.
17. Minimum bars for the square column is 4 no’s and 6 no’s for the circular column.
18. Samples from fresh concrete shall be taken and at least a set of 6 cubes of 150mm shall be prepared and cured. 3 Cubes each at 7 days and 28 days shall be tested for compressive strength. The test results should be submitted to the engineer for approval. If results are unsatisfactory necessary action/rectification/remedial measures have to be exercised.
19. Slum of concrete as per IS codeLightly reinforce structure is 25mm-75mmHeavily reinforce structure is 75mm-100mm
20. Curing time of RCC Members for different types of cementSuper Sulphate cement : 7 daysOrdinary Portland cement OPC : 10 daysMinerals & Admixture added cement: 14 days
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