Objective
To find the section properties, flexure capacity, and moment curvature of the reinforced concrete beam.
Reference
SAP2000 v.19.0.0 Section Designer
Problem
A rectangular beam has the dimensions (see Figure 7.4.1.1) b = 12 in., h = 20 in., and reinforced with four No. 9 bottom bars and two No. 9 top bars with concrete cover of 1.5 in. The concrete strength f'c is 4000 psi and the yield point of steel fy is 60,000 psi.
Figure 7.4.1.1: Rectangular reinforced concrete beam.
Section Properties
SAP2000 v.19.0.0
Figure 7.4.1.2: Section Designer - Section Properties
OpenBrIM v3.171206
Flexure Capacity
SAP2000 v.19.0.0
OpenBrIM v3.171206
Moment Curvature
SAP2000 v.19.0.0
Figure 7.4.1.XX: Section Designer - Moment Curvature Curve (Positive Flexural Strength)
Figure 7.4.1.XX: Section Designer - Moment Curvature Curve (Negative Flexural Strength)
OpenBrIM v3.171206