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Structural Analysis and Design of Earthquake Resistant Building

This structural report analyzes a 3-story residential building in Siddharthanagar, Rupandehi, Nepal. The building is 38'9" tall with 15 columns and concrete beams and slabs. The soil bearing capacity is 180kN/m2. Indian codes for earthquake resistant design of reinforced concrete structures were followed in the analysis, including codes for loads, ductile detailing, and seismic criteria.

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108 views4 pages

Structural Analysis and Design of Earthquake Resistant Building

This structural report analyzes a 3-story residential building in Siddharthanagar, Rupandehi, Nepal. The building is 38'9" tall with 15 columns and concrete beams and slabs. The soil bearing capacity is 180kN/m2. Indian codes for earthquake resistant design of reinforced concrete structures were followed in the analysis, including codes for loads, ductile detailing, and seismic criteria.

Uploaded by

Kshitiz
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as DOCX, PDF, TXT or read online on Scribd
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STRUCTURAL ANALYSIS AND DESIGN OF

EARTHQUAKE RESISTANT BUILDING

STRUCTURAL REPORT
ON
Residential Building
AT
SIDDHARTHANAGAR
RUPANDEHI, Ward No-6

Submitted to:
SIDDHARTHANAGAR MUNCIPALITY

Submitted by:
RAJBANTI DEVI RAUNIYAR
SALIENT FEATURES OF THE BUILDING

1. PHYSICAL PROPERTIES:
 Location: SIDDHARTHANAHAR-6, RUPANDEHI
 Total number storey: 3
 Total height: 38’9” above ground
 Earthquake zone: V

2. STRUCTURAL PROPERTIES:
 Total number of Column: 15
 Section of column: 356*356 (in mm)
 Section of beam: 229mm X 432mm
 Depth of slab: 125 mm
 Foundation depth: Double tie-beamed isolated footing and strapped ;5'
below the ground surface

3. SOME VALUES ADOPTED:

Bearing capacity of the soil (factored) 180KN/m2


Unit weight of concrete 25KN/m3
Unit weight of masonry 19.2 KN/m3
Live load of slab 3 KN/m2
Live load of staircase 3 KN/m2
Floor finish load 1 KN/m2
Seismic zone factor 0.36
Response Reduction factor (SMRF), R 5
Importance Factor, I 1
CODE OF PRACTICES

Following codes of practices developed by Bureau of Indian Standards were followed in the
analysis and design of building:

1. IS 456:2000 (Code of practice for plain and reinforced concrete)


2. IS 1893 (part 1):2002 (Criteria for earthquake resistant design of structures)
3. IS13920: 1993 (Code of practice for ductile detailing of reinforced concrete structures
subjected to seismic forces)
4. IS 875 (part 1):1987 (to assess dead loads)
5. IS 875 (part 2):1987 (to assess live loads)
6. IS 875 (part 5):1987 (for load combinations)
7. SP16 and SP 34(design aids and hands book)

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