Challenge

Sketch a G+1 residential plan according to Vaastu Shastra and Calculation of Loads as per IS code

the Plan has been done as per Vaastu shastra

LOADS

COLUMN LOAD

Unit weight of RCC = 25`(kN)/(m^3)`

assuming height of column = 4.5 m

SW of column = 25 `(kN)/(m^3)` x 0.23m x 0.23m x 4.5m = 5.952 kN

SW of column = 5.952 kN

BEAM LOAD

Unit weight of RCC = 25`(kN)/(m^3)`

CROSS SECTION OF BEAM = 0.23m X 0.30m

SW of beam = 25 `(kN)/(m^3)` x 0.23m x 0.30m = 1.725kN/m

SW of column = 1.725kN/m

SLAB LOAD

Unit weight of RCC = 25`(kN)/(m^3)`

CROSS SECTION OF BEAM = 0.12m

SW of slab = 25 `(kN)/(m^3)` x 0.12m = 3 `(kN)/(m^2)`

for area 4mx4m = 16 m2

SW of slab = 25 `(kN)/(m^3)` x 16 `(m^2)` x 0.12 m = 48kN

SW of slab = 48kN

STRUCTURAL DRAWINGS TO BE ISSUED TO SITE

After analysis the structural elemets are designed for LSM of design for coolapse and serviceability criteria and checked and designs are issued

1. Column centerline diagram

2. Column and footing details

3. Column cross section details

Column cross section with mainrods and covers are provided individually for every column.

4. Grade beam details with longitudinal and cross sections

5. Roof beams layout

7. Roof beam details

Roof beam longitudinal section and cross section with anchorage, lap lengths as per SP 36

8. Head room beam details

beam longitudinal section and cross section with anchorage, lap lengths as per SP 36

9. Over head tank details with dummy column and beams

10. Typical Lintel beam details and staircase details with riser and tread height and

Fligh and landing slab details and reinforcements

11. Slab layout with cut outs

12. Slab details with main reinforcements and distributors for every roof.

Ship work like this
in your own course.