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:SLAB DESING:: Frequently Asked Questions

 

 SD-FQ-01. How do I design the Stair Case Slab?
 SD-FQ-02. How do I design Sloping Roofs?
 SD-FQ-03. How do I consider a Wall line load on the slab?

 

 INPUT PLAN:: Trouble Shooting

 

:SD-TR-01. What do I do if the beams are not numbered in the desired fashion?

 

 FAQ ANSWERS :::

 


SD-FQ-01. How do I design the Stair Case Slab?
Answer: There is no special treatment for Stair Case Slabs. A stair case slab shall be marked as an ordinary ONE WAY slab, spanning along the flight of stair case. A single slab may be defined common for both flights. The slab shall be marked SUNK. This will make it discontinuous with adjacent slabs.

Thickness of the slab shall be given as Waist Thickness of Stair Case. The weight of the steps shall be added in Super Imposed Dead Load. Live Load on this Slab shall be given appropriately.

Usually SuperImposed Dead Load value will be 0.4 T/mt2 and SuperImposed Live Load value will be 0.5 T/mt2

SD-FQ-02. How do I design Sloping Roofs?
Answer: A Sloping Slab can be assumed to be Flat only and designed with All Edges Discontinuous condition by making it a Sunk Slab. The thickness and steel calculated is valid for inclined slabs as well only reinforcement detailing of slabs shall be done properly.

SD-FQ-03. How do I consider a Wall line load on the slab?
Answer: In the Interactive Slab Design option of BuildMaster any perticular slab of the plan can be selected for re-design. A wall line load will be asked during Interactive Design. Here the Loading Data for a wall without Beam under it shall be entered.

 

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