Page 1353 - سابقة أعمال ايجي ريفيت السكني

5.3 - Flood Loads

Flood loads are neglected according location, type and occupancy of the building

according to SBC 1101

5.4 - Snow Loads

Snow loads are not applicable to KSA according to SBC 1101.

5.5 - Rain Loads (R)

2
Rain loads shall be permitted to ignore when assigning roof load of 2 KN/M
according the provision (3A3.3.2.1 SBC1101)

5.6 - Ice Loads

Ice loads are not applicable to KSA according to SBC 1101.

5.7 - Seismic Loads (E)

Building location: Al-Leith city–Kingdom of Saudi Arabia

Building Occupancy: Residential Villa/one family

Seismic coefficient accordance with (SBC-1101) with the following factors:

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