Beams & Columns
Doubly Reinforced Conrete Beam
| Estimate depth to neutral axis c | |
| Depth to compression reinforcement | |
| Strain in compression reinforcement | {{es() | number: '5'}} |
| Stress in compression reinforcement | {{fsc() | number: '2'}} ksi |
| Does stress exceed the yield? | {{compStressCheck()}} |
| Effective Concrete Strength | |
| # of rebar used in compression | |
| Choose No Bar | |
| Area of steel in compression | {{Asc() | number: '2'}} |
| Force in compression reinforcement | {{Cs() | number: '2'}} kips |
| Beam Width | |
| Force in compression concrete | {{Cc() | number: '2'}} kips |
| Steel Yield Strength | |
| # of rebar used in tension | |
| Choose No Bar | |
| Area of Steel is | {{Ast() | number: '2'}} in2 |
| Tension Capacity of Steel | {{Tens() | number: '2'}} kips |
| Check for equilibrium | Cs + Cc =< T |
| Section equilibrium is | {{CSC()}} |
| Depth to centroid of tensile steel | |
| Confirm tension steel is yielding | {{ey() | number: '5'}} in/in |
| The yield of steel is: | {{ets() | number: '5'}} in/in |
| Check strain: | {{checkStrain()}} |
| Centroid of compression | {{a()}} |
| Factored Moment | {{Mn() | number: '2'}} kip-ft |
| Check minimum rebar used in tension | |
| Minimum Steel in tension | {{Asmin() | number: '2'}} in2 |
| Check minimum steel | {{AsmCheck()}} |
