8/12/2019 BEAM LOADER TRIBUTARY EXCEL

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* FILL THE HIGHLIGHTED CELLS ONLY

Project AGAPE VILLAGE Beam Name 4VB10 IF SUPPO

Material Specifications

Conc. strength used,fc = 35 N/mm² Re-bar strength used,fy = 460 N/mm²Conc. density = 24 kN/m³ Re-bar steel density = 78.5 kN/m³

Beam Section details * minimum diameter of re-bar for effective depth calculations is 20mm

Beam name = 4VB10 Grid/ Column reference = C10-C2

Level = 4TH STOREY Length,l = 5.615 m

Breadth,b = 400 mm Depth,D = 800 mm

Bottom clear cover = 35 mm Side clear cover = 25 mm

Stirrups Diameter = 10 mm Effective depth,deff. = 745 mm

Top effective cover, d' = 55 mm Side effective cover to re-bar = 45 mm

Load Calculations

1) Loads from Slab  Note - 1) O/T* - indicates one way/ two way slab2) Regarding tributary length refer to the drawing in the sheet

Type Thickness Self-wt Partitions Finishes Others Misc. L.L Misc. D.L. I.L.

O/T* (mm) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m) (kN/m)

0 0 0

O 200 4.8 2 1.2 0.5 5 0.333 15.8933 9.34898

2) Load on Beam (e.g. Wall loads)

(a) Ht of wall on beam = 4 m

  Self-wt of the wall = 5 kN/m²

  Load on Beam = 20 kN/m

(b) Miscellaneous

  Dead Load = kN/m

  Imposed Load = kN/m

Final Loads for Analysis and Design

Self- wt of Beam = 7.68 kN/m Wall load on Beam = 20 kN/m

Total D.L. = 15.8933 kN/m Miscellaneous, D.L. = 0 kN/m

Total I.L. = 9.34898 kN/m I.L. = 0 kN/m

Dead Loads Imposed Loads

Load factor

L.H.S.

R.H.S. 5.615

Load on beam

BEAM LOAD CALCULATION

Side of Beam

considered

Tributary Length,L1

/L2 (m)*

Slab section details

8/12/2019 BEAM LOADER TRIBUTARY EXCEL

http://slidepdf.com/reader/full/beam-loader-tributary-excel 2/2

Project AGAPE VILLAGE Beam Name 4VB10

Material Specifications

Conc. strength used,fc = 35 N/mm² Re-bar strength used,fy = 460 N/mm²

Conc. density = 24 kN/m³ Re-bar steel density = 78.5 kN/m³

Beam Section details * minimum diameter of re-bar for effective depth calculations is 20mmBeam name = 4VB10 Grid reference = C10-C2

Level = 4TH STOREY Length,l = 5.615 m

Breadth,b = 400 mm Depth,D = 800 mm

Bottom clear cover = 35 mm Side clear cover = 25 mm

Stirrups Diameter = 10 mm Effective depth,deff. = 745 mm

Top effective cover, d' = 55 mm Side effective cover to re-bar = 45 mm

Load Calculations

1) Loads from Slab  Note - 1) O/T* - indicates one way/ two way slab

2) Regarding tributary length refer to the drawing in the sheet

Type Thickness Self-wt Partitions Finishes Others Misc. L.L Misc. D.L. I.L.

O/T* (mm) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m²) (kN/m) (kN/m)

0 0 0 0 0 0 0 0 0 0 0 0

O 200 4.8 2 1.2 0.5 0 5 0 0.333 15.8933 9.34898

2) Load on Beam (e.g. Wall loads)

(a) Ht of wall on beam = 4 m

  Self-wt of the wall = 5 kN/m²

  Load on Beam = 20 kN/m

(b) Miscellaneous

  Dead Load = 0 kN/m

  Imposed Load = 0 kN/m

Final Loads for Analysis and Design

Self- wt of Beam = 7.68 kN/m Wall load on Beam = 20 kN/m

Total D.L. = 15.8933 kN/m Miscellaneous, D.L. = 0 kN/m

Total I.L. = 9.34898 kN/m I.L. = 0 kN/m

Dead Loads Imposed Loads Load on beamSide of Beam Tributary Length,L1

/L2 (m)*Load factor

considered

L.H.S. 0

R.H.S. 5.615

BEAM LOAD CALCULATION

Slab section details