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BUILDING INTEGRITY | DEA SUMMARY REP ORT
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SUPPLIER NAME
MBM Garments Ltd
UNITS AUDITED
Two building 10 story and 9 story
SUPPLIER ADDRESS
M-19 & M-14, Section 14, Mirpur, Dhaka, Bangladesh
AUDIT DATE
November 2013
AUDIT PERFORMED BY
Environment and Infrastructure Management Solutions(EIMS)
AUDIT TEAM
4 Members consisting of structural engineer.
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BUILDING OVERVIEW
10 STORY BUILDING
Item
Building Usage Type
Structure System
No of Stories / Floor area
Floor Load:
Design drawing
Foundation Type
Soil Report
Description
Garment Manufacturing
RC frame system(Beam Column Framing)
10 story/ approx. 2800 sqft/floor
Live load from factory use :Ground Floor ETP
1st floor finishing section
3rd floor cutting section
4th and 5th floor sewing section
6th floor dining ,embroidery and sewing
7th and 8th sewing section
9th floor office and conference room
Available
Single and Combine footing
Available
9 STORY BUILDING
Item
Building Usage Type
Structure System
No of Stories / Floor area
Floor Load:
Description
Garment Manufacturing
RC Frame structure (Beam column framing all over the building)
9 Story/ 49000 Sq.ft.
Ground Floor : Washing office ,
Mezzanine Floor : Store room and Office
1st and 2nd Floor : Finishing Section
3rd Floor : Cutting Section
4th and 5th Floor : Sewing section
6th Floor : Dining ,Embroidery and Sewing section
7th and 8th Floor : Sewing Section
BUILDING INTEGRITY DEA INSPECTION SUMMARY | MBM GARMENTS LTD | PAGE 1/4
Design drawing
Foundation Type
Soil Report
Roof: Water Tank(1500 lit capacity ) and prayer room.
Available
Individual and Combine footing
Available
BRIEF DESCRIPTION OF METHODOLOGY
Detailed Engineering Analysis (DEA) as Bangladesh National Building Code (BNBC)
DETAILED CONTENT
Evaluation and Test ...................................................................................................................................... 2
CONCLUSION & RECOMMENDATION .......................................................................................................... 2
10 Story Building…………………………………………………………………………………………………………………………………2&3
9 Story Building ………………………………………………………………………………………………………………………………………3
Detailed Description and Methodology……………………………………………………………………………………………………4
EVALUATION AND TEST
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Destructive and Non Destructive Test
o Evaluation of concrete strength from core test.
o Verification of Rebar of structural members by Ferro Scanning
Analysis of structural adequacy
Assessment of Foundation
Evaluation of Column
Evaluation of Beams
Evaluation of Slabs
10 STORY BUILDING:
CONCLUSIONS
 Structure was analyzed under actual present loading conditions and under BNBC 2006 loading
conditions.
 Considering 4935 psi concrete strength, it was found that all the beams and slabs are adequate
according to BNBC 2006 . The column and footings are adequate considering actual gravity
loading (Dead load and present actual load). However according to BNBC 2006 (Considering
Earthquake and Wind Load) most of the columns are overstressed.
BUILDING INTEGRITY DEA INSPECTION SUMMARY | MBM GARMENTS LTD | PAGE 2/4

Considering 3383 psi concrete strength , it was found all beams and slabs are adequate
according to BNBC 2006. The column and footings are adequate considering actual gravity
loading (Dead load and present actual live load ) condition. However according to BNBC 2006
(Considering Earthquake and Wind Load) all of the columns are highly overstressed.
Recommendations:
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Recommended to retrofit all the column and footings to make the structure compliance with
BNBC 2006.
Ensure that floor load is within the allowable limit.
Recommended to engage a load manager immediately.
9 STORY BUILDING:
CONCLUSIONS
 Building was analyzed as per the live loading conditions and 63 psf live load. All the center
columns are marginally adequate considering the concrete strength suggested by ACI 562
(Without considering any lateral load slenderness effect in column at ground level) in actual live
load. The edge and corner columns are not adequate for this reduced loading conditions.
However, considering BNBC 2006 with all its loading combinations(gravity and lateral load) most
of the columns are highly overstressed.
 For the existing loading conditions (Excluding lateral load) most of the beams are adequate.
However considering BNBC 2006 with all its loading combination (i.e. gravity and lateral load )
some of the beams are overstressed.
 We found that factory of safety of four foundations among twenty four between 1.1 and 1.5 and
seventeen foundation among twenty four less than 2.0. This assessment was done subsoil
investigation of Geotechnical engineers and consultants in March 1993.
 Slab is adequate in actual live load conditions.
RECOMMENDATIONS:
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
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Recommended immediate rectification works for adequate /overstressed structural members
and practice safety measures before starting rectification work.
Recommended to remove heavily loaded water tank from roof.
Recommended top replace the brick wall of toilets with lightweight Aluminum sheet or
equivalent partition wall in all floor except ground floor.
BUILDING INTEGRITY DEA INSPECTION SUMMARY | MBM GARMENTS LTD | PAGE 3/4
DETAILED DESCRIPTION OF METHODOLOGY
Specification for Detail Structural Assessment
Structural Analysis will be carried on according to BNBC (1993) and ACI code.
I.
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Testing of Materials:
Sub-soil Investigation
Core/Pullout/CAPO Test (Destructive Test) for Concrete Strength
UPV (Ultrasonic Pulse Velocity) Test (Non-destructive Test) for Concrete Strength
Ferro-Scanning in Column, Beam and Slab for Rebar Detection.
II.
Investigation of Foundations
 Foundation Explorations
III.
Structural Evaluation (Design check):
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Analysis of sub-soil investigations report
Development of computer simulated model
Checking of structural stability and geometry
Checking adequacy of foundation i.e. pile & pile cap or footing/raft
Checking of lateral load resistance capacity of the Building
Design check for soft story & Dynamic Load
BUILDING INTEGRITY DEA INSPECTION SUMMARY | MBM GARMENTS LTD | PAGE 4/4