U=1.2D+1.0W+1.0L+0.5(Lr or R)cap U equals 1.2 cap D plus 1.0 cap W plus 1.0 cap L plus 0.5 open paren cap L sub r or cap R close paren
U=1.2D+1.0E+1.0L+0.2Scap U equals 1.2 cap D plus 1.0 cap E plus 1.0 cap L plus 0.2 cap S Note: The load factor for wind ( ) and earthquake (
= Total area of longitudinal reinforcement (Must be between 1% and 8% of Agcap A sub g 5. Tips for Finding and Studying PDF Learning Materials
Calculating additional longitudinal and transverse reinforcement for beams subjected to twisting moments. 5. Short Columns
Whether you need a showing calculations. The grade of concrete and steel ( fc′f sub c prime ) you standardly use.