Sαbbαgh Cɸncrete-Beams

Slide 1

Rectangular Column

Column shop drawing
Slide 2

Circular Column

Column shop drawing
Slide 3

Linear Section Column

Linear Column shop drawing
Slide 4

Column Table

Column Table
Slide 5

Column Resistance

Column Resistance
Slide 6

Shear Short Column

Shear short column
Slide 7

6/5 SMRF Joint

6/5 SMRF Joint
Slide 8

Joint Shear

Shear Joint
Slide 9

Columns Reinforcement Table

Columns Reinforcement Table
Slide 10

Quantities

Coumn Quantities
Slide 11

Column bending schedule

Column bending schedule
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What can you do with Sabbagh Concrete-Beams?

1- Shop drawing :

  • Cross section (Beams , Grade Beams , Ribs)
  • Linear section (Beams , Grade Beams , Ribs, Slab Stirps)
  • Planted columns can be added.
  • Special shop drawing for SMRF.
  • Easy control of the basis of shop drawing criteria.

2- Quanities :

  • Concrete.
  • Plain Concrete (for Grade Beams).
  • Rebar.
  • Insulation area (for Grade Beams).

3- Drawing (Beams/Grade Beams/Ribs) Reinforcement Table.

4- Bending schedule.

5- Structural Conditions check :

  • ACI 318 code requirements.
  • Reinforcement ratio.
  • hx : maximum center-to-center spacing of longitudinal bars laterally.
  • Clear distance between bars.
  • Shear Joints.
  • (6/5) Beam/Column Capacity Ratio in SMFR.

6- Compatibility with AutoCAD/ZWCAD/ETABS/SAFE :

  • Import beams (Lengths and width of supports) from AutoCAD/ZWCAD.
  • Import all beam cross-sections from ETABS/SAFE.
  • Import area reinforcement from ETABS/SAFE.
  • Import all beams from ETABS (Create cross sections and linear sections)

7- Soft features :

  • Saving data.
  • Imperial units / Metric units.
  • Rebar tags are changeable, it can adapt to the requirements of all countries.
  • Dynamic screen, changeable dimensions from the drawing area.
  • Easily change a parameter for a group of elements.

Reinforcement Ratio :

\[µs = {∑As \over bw.d}\]

As : area of nonprestressed longitudinal reinforcement.

bw : web width.

d : distance from extreme compression fiber to centroid of longitudinal tension reinforcement.


Stirrups conditions :

hx : maximum center-to-center spacing of longitudinal bars laterally supported by corners of crossties or hoop legs around the perimeter of a column or wall boundary element.


Shear Joints :

Mn : nominal flexural strength at section


Youtube Tutorial :

Video 1 –Beams-Introduction

Video 2 –Beams-Support table

Video 3 –Beams-Span table

Video 4 –Beams-Stirrups table

Video 5 –Beams-Planted Columns

Video 6 – Beams-setting

Video 7 – Beams-Import from AutoCAD

Video 8 – Beams-Import area reinforcement from ETABS

Video 9 – ETABS-Import Beams’ Sections from ETABS

Video 10 – ETABS-Import Beams and Columns from ETABS

Video 11 – Quantities, Reinforcement Tables, Bending Schedule

Video 12 – Grid