Page 1415 - سابقة أعمال ايجي ريفيت السكني

Risk Category II

Seismic Importance Factor, Ie 1.00

Soil Profile Description stiff soil

Site Classification D

The Mapped MCER acceleration parameter at short
0.150
period(Ss)

The site coefficients(Fa) 1.00
The MCER spectral response acceleration parameter
0.150
adjusted(SMS)
Design earthquake spectral response
0.1013
acceleration parameter at short period(SDS)

Seismic Design Category A

 According to provision (11.1.2-SBC301) the structure is seismic design category A

if Ss<=.15g.

 F= 0.01*W

5.8 - Wind Loads (W)

Building location: Khobar –Kingdom of Saudi Arabia

The basic parameter of wind load accordance with (SBC-1101).

This parameters are:

Risk category II

46 (meter per
The ultimate wind speed (V)
second).

Wind directionality factor K d 0.85

Exposure category B

Topographic factor K zt 1.00

Gust effect factor 0.85