Project 1

Aim: As per given data manual calculation is done and exicuted on STAAD Pro softare.

Procedure:

Unit Weight of Material:

• Reinforced Cement Concrete - 25KN/m^3
• Plain Cement Concrete - 24KN/m^3
• Cement Concrete Screed - 20KN/m^3
• Cement Masonary - 22KN/m^3
• Structure Steel - 78.5KN/m^3
• Soil - 18KN/m^3

DEAD LOAD

Dead Load for Floor:

• Slab Weight - 0.15 * 25 = 3.75KN/m^2
• Partitions - 1KN/m^2
• Floor Finish - 2.2KN/m^2
• Miscellaneous - 1KN/m^2
• total Floor Load - 7.95 round off to 8KN/m^2

Dead Load For Roof:

• Slab Weight - 0.15 * 25 = 3.75 KN/m^2
• Insulation and water Proof = 1 KN/m^2
• MEP - 0.5KN/m^2
• Miscellaneous - 0.5KN/m^2
• Parapet - 1KN/m^2
• Total Load - 6.75KN/m^2

LIVE LOAD

Live Load For Floor - 3KN/m^2

Live Load for Roof - 1.5 KN/m^2

Using this Load, Slab, Sesmic and Wind Calculations are done,

Roof Slab Calculation

Floor Slab Calculation

Sesmic Load Calculation

Wind Load Calculation

All other Repots are attached as document