Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code
1)
Rundown of Drawings Required for Building Construction
For any development project (for this situation structures), development archives, drawings, portrays and designs are required for legitimate execution of the undertaking. There can be a lot of various reports that make up your set. Various clients and structures have various necessities. Indeed, even the extent of the financial plan for the undertaking can change the drawing prerequisites of the venture. Nonetheless, certain shows have become broadly acknowledged. Following are the kinds of Drawings in a Typical Set of Construction Documents:
Compositional Drawings
Electrical Drawings
Plumbing Drawings
Primary Drawings
Putting out fires Drawings
Air conditioning Drawings
1. Compositional Drawings
An architectural drawing is a specialized drawing of a structure (or building project) that is utilized by engineers to form a plan thought into a sound proposition, to impart thoughts and ideas, to persuade clients regarding the benefits of a plan, to empower a structure worker for hire to develop it, as a record of the finished work, and to make a record of a structure that as of now exists.
Coming up next are common parts found in a full set of Architectural Construction Drawings:
Setting Out Plan
Floor Plans
Height Drawings
Segment Drawings
Working Drawings
Opening Schedules
Rood Drainage Plan
Flooring Plan
Furniture Plan
Common Details
2. Zap Drawings
These drawings shows the area of electrical hardware and their format in the structure.
Electrical Legend
Floor Lighting Plan
Floor Power Plan
Single Line Diagram
Alarm Layout
Floor Sound System and CCTV Camera
Equivalency Chart
Easing up Protection Earthing Details
3. General Health Drawings
Legend and General Notes
Sewerage and Rainwater Layout Plan
Sewer vent Schedule
Plumbing Construction Details
Water Supply Layout
4. Primary Drawings
These drawings show the emotionally supportive network of the structure like how the structure is standing, what are its primary parts, what is the strength of the structure and how radiates, sections, steps, chunks and so on are associated and in this manner like.
General Notes
Normal segments
Establishment exhuming plan
Balance segments
Ground floor segment plan
Segment areas
Ground floor plinth radiates plan
Plinth radiates segments
Ground floor pillar plan
Pillar segments
Ground floor section base rebar detail
Ground floor piece top rebar detail
Ground floor piece area
Upward water tank plan
Septic tank plan
5. Putting out fires Drawings
Legend and Notes
Putting out fires Layout Plan (For Each Floor)
6. Central air Drawings
Legend and General Notes
AC Layout Plan (for each Floor)
Hardware Schedule and Installation Detail
Load Calculation on Column:
We realize that the Self-weight of Concrete is around 2400 kg/m3, which is identical to 24.54 kn/m3and the Self-weight of Steel is around 7850 kg/m3. ( Note: 1 Kilonewton Is Equal to 101.9716 Kilograms)
Along these lines, on the off chance that we accept a segment size of 300 mm x 600 mm with 1% steel and 2.55 (why 2.55 thus, 3 m segment hight - bar size) meters standard tallness, oneself load of the segment is around 1000 kg for every floor, that id equivalent to 10 kN.
Load Calculation on Column?
Size of column Height 2.55 m, Length = 300 mm, Width = 600 mm
Volume of Concrete = 0.30 x 0.60 x 2.55 =0.459 m³
Weight of Concrete = 0.459 x 2400 = 1101.60 kg
Weight of Steel (1%) in Concrete = 0.459 x 1% x 7850 = 36.03 kg
All out Weight of Column = 1101.60 + 36.03 = 1137.63 kg = 11.12 KN
While doing estimations, we accept oneself load of segments is between 10 to 12 kN per floor.
Shaft Load Calculation:
We embrace similar strategy for estimations for shaft too.
we accept each meter of the shaft has aspects of 300 mm x 600 mm excluding chunk thickness.
Expect to be each (1m) meter of the shaft has aspect
Pillar Load Calculation?
300 mm x 600 mm barring section.
Volume of Concrete = 0.30 x 0.60 x 1 =0.18 m³
Weight of Concrete = 0.18 x 2400 = 432 kg
Weight of Steel (2%) in Concrete = 0.18 x 2% x 7850 = 28.26 kg
All out Weight of Column = 432 + 28.26 = 460.26 kg/m = 4.51 KN/m
Divider Load Calculation:
we realize that the Density of blocks shifts between 1800 to 2000 kg/m3.
For a 9 inch (230 mm) thick Brick mass of 2.55-meter stature and a length of 1 meter,
The heap/running meter to be equivalent to 0.230 x 1 x 2.55 x 2000 = 1173 kg/meter,
which is identical to 11.50 kN/meter.
This strategy can be embraced for load estimations of Brick per running meter for any block type utilizing this procedure.
For circulated air through substantial squares and auto-claved concrete (ACC) blocks, as Aerocon or Siporex, the weight per cubic meter is between 550 to 650 kg per cubic meter.
The heap/running meter to be equivalent to 0.230 x 1 x 2.55 x 650= 381.23 kg
in the event that you are involving these squares for development, the divider loads per running meter can be as low as 3.74 kN/meter, utilization of this square can essentially diminish the expense of the venture.
Section Load Calculation:
Let, Assume the section has a thickness of 150 mm.
In this way, the Self-weight of each square meter of the chunk would be
Section Load Calculation = 0.150 x 1 x 2400 = 360 kg which is identical to 3.53 kN.
Presently, If we consider the Floor Finishing burden to be 1 kN per meter, superimposed live burden to be 2 kN per meter, and Wind Load according to Is 875 Near around 2 kN per meter.
In this way, from the above information, we can assess the chunk burden to be around 8 to 9 kN per square meterLoad Calculation Column Beam Wall Slab
Balance Load Calculations
For a 6″ thick divider with 3 meter stature and 1 meter length, the heap can be estimated per running meter identical to 0.150 x 1 x 3 x 2000 = 900 kg which is comparable to 9 kN/meter. The heap per running meter can be estimated for any block type by following this strategy.
Steel Load Calculation
Size of Slab Length 3 m x 2 m Thickness 0.150 m
Substantial Volume = 3 x 2 x 0.15 =0.9 m³
Substantial weight = 0.9 x 2400 = 2160 kg.
Steel weight (1%) in Concrete = 0.9 x 0.01 x 7850 = 70.38 kg.
All out Column weight= 2160 + 70.38 = 2230.38 kg/m = 21.87 KN/m.