title = "Beam Design and Shear Reinforcement"

content = """
Beams resist flexure and shear. Flexural design determines required tension (and compression if needed) reinforcement. Shear design provides stirrups or other shear reinforcement where the concrete alone is insufficient. Development length ensures bars can develop their strength.

In continuous beams, redistribution of moments may be permitted within code limits. For seismic design, plastic hinges at beam ends are preferred; shear must be designed for the capacity of the flexural mechanism to avoid brittle shear failure. The reviewer checks reinforcement layout, spacing, and anchorage details.
"""  # noqa: E501

version = "0.0.1"
