Challenge:-4

QUESTION:-1

Calculate dead load in design report based on IS code and apply dead load on the model

• Finishes of 50mm
• Slab as per design
• Brickwall 150mm thickness
• Roofing load based on purlin size
• Ceiling loading 0f 0.3KN per sq m

ANSWER:-

• Load Calculations:
  1. Dead Load of 1.2 `(Kn)/m^2`
  2. Finishes = 50mm`times`24`(Kn)/m^3`=1.2`(Kn)/m^2`
  3. Brickwall Load = 0.15`times`20`times`5.2 = 15.6`(Kn)/m^2`(Ground to Intermediate Floor)
  4. Brickwall Load = 0.15`times`20`times`6.8 = 20.4`(Kn)/m^2`(Intermediate to Roof Floor)
     
  5. Brickwall Load = 0.15`times`20`times`4.8 = 14.4`(Kn)/m^2`(Roof to Top Floor)
     
  6. Roof Load = 1.5 `(Kn)/m`
  7. Ceiling Load = 0.3 `(Kn)/m`
• Open the TEKLA and add the different loads in load cases tab, as shown below.

• Next we have to added the load combinations, as shown below.

• Next we have to add the Finishes loads to Ground floor upto the Roof level, as shown below.

• Next we have to add the Brickwall loads and Ceiling loads to Ground floor upto the Roof level, as shown below.
• Finally, we have to add the Roof load, as shown below.

QUESTION:-2

Calculate live load in design report based on IS code and apply live load on the model

• Assume the loading based on IS 875
• Roof loading
• Consider equipment loading as 5KN per sq m

ANSWER:-

• Based on the IS 875 the live loads are applied, as follows.
  
  • Workshop = 5`(Kn)/m^2`
  • Staircase = 5`(Kn)/m^2`
  • Corridor = 5`(Kn)/m^2`
  • Meeting Room = 5`(Kn)/m^2`
  • Store Room = 5`(Kn)/m^2`
  • Toilet = 2`(Kn)/m^2`
  • Canteen = 3`(Kn)/m^2`
  • Office Room = 3`(Kn)/m^2`
  • Conference Room = 5`(Kn)/m^2`
  • Equipment Room = 10`(Kn)/m^2`
  • Rest Room = 2`(Kn)/m^2`
  • Administration Room = 5`(Kn)/m^2`
• The Live loads are applied for all the floors, as shown below.

QUESTION:-3

Generate a calculation for 5T crane loading based on following inputs

• Centre to Centre of wheel = 10m
• Weight of crab = 40 KN
• Number of wheels = 4
• Wheel base = 2m

ANSWER:-