Earthquake Load
Equivalent Static Method (NBC 2005)
v1.0.0
File:
Project:
Designer:
Date:

Site Data

Province:
Spectral Response Acceleration (5% damped)
Sa(0.2):
Sa(0.5):
Sa(1.0):
Sa(2.0):
Peak Ground Acceleration
PGA:
Site Class:
Custom Values
Fa:
Fv:

Structure

Importance factor, IE:
Material:
System:
Weight, W:
kN
Height, hn:
m
SFRS:
Period, Ta:
s (optional)
Thinking...

This information must be read or used in conjunction with Part 4 of the NBCC 2005. In the event of discrepancies, Part 4 of the NBCC 2005 shall govern.