kvazipecaros
Structural
- Jun 1, 2011
- 5
Hello again,
This time I'm trying to program a short script in excel to calculate needed reinforcement in simply supported concrete beams.
According to the Canadian standards, the moment resistance formula for a beam is Mr = PHI x As x fy x (d - a/2) where the "a" variable also contains "As"...making this a quadratic equation in terms of As. I work with metric units and I'm trying to basically equate the Mr equation with applied moment, and solve it for As (area of steel reinforcement) which I would round up and figure out the way to propose a certain number of rebar to cover it...
The problem I'm having is that I can't seem to get a meaningful solution to this quadratic equation...it's always nonsensical...
Does anyone have any tips for me?
This time I'm trying to program a short script in excel to calculate needed reinforcement in simply supported concrete beams.
According to the Canadian standards, the moment resistance formula for a beam is Mr = PHI x As x fy x (d - a/2) where the "a" variable also contains "As"...making this a quadratic equation in terms of As. I work with metric units and I'm trying to basically equate the Mr equation with applied moment, and solve it for As (area of steel reinforcement) which I would round up and figure out the way to propose a certain number of rebar to cover it...
The problem I'm having is that I can't seem to get a meaningful solution to this quadratic equation...it's always nonsensical...
Does anyone have any tips for me?