V. BUILDING INFORMATION
School Reference
Building ID
EMIS270080004-A
VI. BUILDING CATEGORY (P0)
Building category
LBM: Load bearing masonry
VII. MAIN STRUCTURAL SYSTEM (P1)
Main structural system
RM: Rectangular block in cement mortar with steel reinforcement
VIII. HEIGHT RANGE (P2)
Total height (m)
8.25
IX. SEISMIC DESIGN LEVEL (P3)
Construction responsible
Other (Specify)
Construction responsible : Other (specify)
Personal donations and British Embassy
Presence of seismic enhancement measures
Evidence of internal vertical and/or horizontal reinforcement in masonry walls (already a typology i.e. RM)
X. DIAPHRAGM TYPE (P4)
Roof: Type of structure
Steel framed structure without concrete slab
Roof Coverings (Diaphragm type)
Light
Floors: Type of structure
RC solid slab
XI. STRUCTURAL IRREGULARITY (P5)
Horizontal Irregularity: Plan Shape of the building
Rectangular
Vertical Irregularity
Variation in storey height; Variation in story mass and/or stiffness;
XII. LBM: WALL PANEL LENGTH, RC: SPAN LENGTH (P6)
Maximum wall length between adjacent restricted borders
16
XIV. FOUNDATION TYPE (P8)
Foundation structure
Stonework strip footing
XV. SEISMIC POUNDING RISK (P9)
Minimum building separation (potential pounding risk)
0.25 (m)
XVI. SEISMIC RETROFITTING (P10)
Original Structure (Yes/No)
No
What was the retrofitting intervention?
Other; Wall jacketing;
What was the retrofitting intervention? : Other (Specify)
External wire mesh reinforcement;
Year of retrofitting (if retrofitted)
Does the school have seismic pounding risk