Py3_eng

Programs

Filename	Description
py_rebar_r.py	Stress calculation for rectangular RC section with double reinforcements
py_rebar_c.py	Stress calculation for circular RC section with double reinforcements
a_py_r.txt	shell script for execution of py_rebar_r.py
a_py_c.txt	shell script for execution of py_rebar_r.py

Input and execution of py_rebar_r.py (for rectangulat cross section)

# icase : 0: moment only
          1: compressive axial force & moment
          2: tensile axial force & moment
# bb    : Wudth of RC section
# hh    : Height of RC section
# dc    : Cover of compressive re-ber from compressive egde to re-bar center
# dt    : Cover of tensile re-ber from tension egde to re-bar center
# Asc   : Total section area of compressive re-bars
# Ast   : Total section area of tensile re-bars
# NN    : Axial force
# MM    : Bending moment
# SS    : Shearing force

python3 py_rebar_r.py 0 bb hh dc dt Asc Ast 0  MM SS (moment only)
python3 py_rebar_r.py 1 bb hh dc dt Asc Ast NN MM SS (compressive axial force & moment)
python3 py_rebar_r.py 2 bb hh dc dt Asc Ast NN MM SS (tensile axial force & moment)

Input and execution of py_rebar_c.py (for Circular cross section)

# rr : Radius of circular cross section
# dd : Cover from outer surface to rebar center
# As : Total section area of re-bars
# NN : Axial compressive force
# MM : Bending moment
# SS : Shearing stress

python3 py_rebar_c.py rr dd As NN MM SS