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Reinforced Concrete Suspended Floors and beam design
[object Object],[object Object]
The basic concept is to replace the wide spaced deep  beams with narrow spaced shallow beams or ribs which will carry only a small amount of slab loading .   ,[object Object],[object Object],[object Object]
[object Object]
From the following diagram make sure that you  note down the joist data  then work out the total load per joist
Answer: Total load (W) per joist = 5m X 0.4m X 2.25 kN/m 2  = 45 kN ,[object Object],[object Object],[object Object],[object Object]
Answer The formula for the Bending moment of a beam is  ….   Transpose the BM formula to find, d.   Answer from standard sizes  TN4 Work slowly through the following
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
(Use b and d from before) The formula for calculating deflection due to a uniformly distributed load  is: Answer Answer TN4 Use the nearest commercial size to find I then find ,d. Answer
Answer
Important take note   The formula is
The formula is   Answer   in cm TN3   I= 9504   from tables of values
Permissible deflection is 1/360 of 4 m = 11.1 cm. Therefore actual deflection of  0.835 cm is acceptable. Ref. BS 5950: Structural use of steelwork in building.
Structural Steelwork—Column Design ,[object Object],[object Object],(a) length (b) cross sectional area (c) method of end fixing (d) the shape of section
(b) and (d) are incorporated into a geometric property of section, known as the radius of gyration (r).   It can be calculated:-  r  = SQRT (1/A) where: I = (Inertia) -2nd moment of area A = cross sectional area Note: r,I and A are all listed in steel design tables, e.g.. BS4:1980.
 
Answer Answer Answer TN3
 

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Construction Insitu Rc Suspended Floors Using Bm Bending Moment Formula Maths

  • 1. Reinforced Concrete Suspended Floors and beam design
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  • 5. From the following diagram make sure that you note down the joist data then work out the total load per joist
  • 6.
  • 7. Answer The formula for the Bending moment of a beam is …. Transpose the BM formula to find, d. Answer from standard sizes TN4 Work slowly through the following
  • 8.
  • 9. (Use b and d from before) The formula for calculating deflection due to a uniformly distributed load is: Answer Answer TN4 Use the nearest commercial size to find I then find ,d. Answer
  • 11. Important take note The formula is
  • 12. The formula is Answer in cm TN3 I= 9504 from tables of values
  • 13. Permissible deflection is 1/360 of 4 m = 11.1 cm. Therefore actual deflection of 0.835 cm is acceptable. Ref. BS 5950: Structural use of steelwork in building.
  • 14.
  • 15. (b) and (d) are incorporated into a geometric property of section, known as the radius of gyration (r). It can be calculated:- r = SQRT (1/A) where: I = (Inertia) -2nd moment of area A = cross sectional area Note: r,I and A are all listed in steel design tables, e.g.. BS4:1980.
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  • 18.