Important Fifty Questions For Civil Engineers
This article allimportant question regarding civil engineering construction work. important information for civil engineering and supervisor.Important Fifty Questions For Civil Engineers

The height of the Parapet wall Should be 1m.

The thickness of DPC = 2.5cm or 1 inch.

Height of building. = 3.15m.

Height of Window = 2.1 m.

Height of window = 2.1m.

Volume of Cement in the one bag = 1.25 cubic feet = 0.0347 m3

Weight of one Cement bag = 50kg.

Minimum thickness of Slab = 125mm.

No. of Cement bags in /m³ =28.8 bags

Lintel thickness = 15cm (min)

How to Calculate Bar Bending Schedule for Lintel Beam

Lintel is provided in the Case of the brick wall. 2.4m in

The minimum diameter of bars used in the Slab = is 8mm.

Minimum diameter of bars in Column = 12mm. used

Minimum diameter of bars in Dowel bars. = 12mm.

Max & bars in Slab = 1x thickness of 8 Slab

Maximum chair Spacing = 1m

Dimensional tolerance of Cube = 2mm.

Max water absorption of first Class brick = 15% of its day wt

Initial Setting time of cement = 30min.

Final Setting time = 10 Hours = 600 minutes.

Ordinary Portland Cement.

DPR: Detailed project Report.

1 Gallon 3.78 liters.

1 yard = 3 feet

weight of Steel = D²/162.25 kg/m

weight of Steel = D²/ 533 kg/ft

The slope of the Staircase = 25°40°

Size of Concrete testing cube = 150mm x 150mm x 150 mm.

The concrete cube is filled into 3 layers.

Slump Cone is filled in 4 Layers.

Minimum thickness of Shear wall = 150mm.

Max. thickness of Shearwall = 400mm.

Universal testing machine. is used for the Compression test of Concrete & tensile test of Steel Reinforcement.

Minimum Curing period.

1 To 7 days → Normal weather conditions.

2 to 10 days. → Day & hot weather conditions.

Minimum percentage of Steel in column = 0·8% of Gross area.

Max %age of Steel in column = 6% of Gross area.

Lapping is not allowed in the bars of Diameter 36mm or more → Welding is preferred.

No. of Stirrups Clearspan in the beam= clear span/ c/c spacing

R.C.C is affected by water because of the Corrosion of reinforcement bars

PCC is not affected by the water.

Max Free fall of Concrete = 1.5m

TMT = Thermomechanically treated Bars.

TMX = Thermax powered Bass.

SD = Super ductile. Bars.

HYSD = High yield strength Deformed bass.

CTD = Cold twisted bars. deformed.

Unit Weight
RCC = 25 KN/3 = 25000 N/m3
PCC = 24kN/m³ = 24,000 N/m³.
Steel = 7850 kg/m3.

Minimum no. of bars
For Square Column. or Rectangular > = 4 bass.
For Circular Column = 6 bass.
Bar Bending Schedule For Column With Footing

Nominal Cover Footing = 50mm
iSlab = 20mm.
iiBeam 25mm.
iiiColumn = 40mm.
How to Calculate the Bar Bending Schedule of The Footing

The angle of the staircase is 225° – 40%
Riser = 150mm – 200mm.
Tread = 250 mm – 300mm.
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