V. BUILDING INFORMATION
School Reference
Building ID
EMIS280570004-B
VI. BUILDING CATEGORY (P0)
Building category
LBM: Load bearing masonry
VII. MAIN STRUCTURAL SYSTEM (P1)
Main structural system
UCM-URM7: Rectangular Block in Cement Mortar Masonry
VIII. HEIGHT RANGE (P2)
Total height (m)
5.04
IX. SEISMIC DESIGN LEVEL (P3)
Building construction year (approx.)
2016
Construction responsible
Other (Specify)
Construction responsible : Other (specify)
Individual contribution by Mohan lamsal
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: Connection to the lateral load resisting system
Monolithic or embedded
Roof Coverings (Diaphragm type)
Light
Floors: Type of structure
RC solid slab
Floors: Connection to the lateral load resisting system
Resting over lateral resisting system
XI. STRUCTURAL IRREGULARITY (P5)
Horizontal Irregularity: Plan Shape of the building
Rectangular
Vertical Irregularity
Setback irregularity;
XII. LBM: WALL PANEL LENGTH, RC: SPAN LENGTH (P6)
Maximum wall length between adjacent restricted borders
3
Wall thickness
0.23
XIV. FOUNDATION TYPE (P8)
Foundation structure
Reinforced concrete isolated spread footing
XV. SEISMIC POUNDING RISK (P9)
Minimum building separation (potential pounding risk)
1.00 (m)
XVI. SEISMIC RETROFITTING (P10)
Original Structure (Yes/No)
Yes
XVIII. VULNERABLE NON STRUCTURAL COMPONENTS (P12)
Roof Coverings
Good
Does the school have seismic pounding risk