Abanti Color Tex Ltd. Plot-S, A-646, Shashongaon Enayetnager, Fatullah, Narayangonj ( E, N) 28 June 2014
|
|
- Jasmine Douglas
- 6 years ago
- Views:
Transcription
1 1 Abanti Color Tex Ltd. Plot-S, A-646, Shashongaon Enayetnager, Fatullah, Narayangonj ( E, N) 28 June 2014
2 2
3 Preliminary calculations suggest columns in Units 1 and 2 are highly stressed 3
4 Preliminary calculations based on observations suggest that a large number of columns in Unit 1A and 2 are highly stressed. Apparent horizontal crack observed in Unit 1A internal column C5, at ground floor 4
5 Punching shear stresses appear to be high in Unit 1 flat slabs 5
6 Preliminary calculations suggest that punching shear stresses in the suspended flat slabs in Unit 1A and 1B are high. No shear reinforcement was noted on the structural drawings provided. 6
7 Industrial loading above Unit 1B Basement causing extensive cracking 7
8 Unit 1B Full depth flexural cracks observed in basement beams, below industrial loading above 8
9 Slender RC column appears to be buckling in Unit 1D 9
10 Mid-height crack and bowing observed in slender RC column RC column 280x280 plastered 250x250 concrete. Height approx. 6m from GF Unit-1D 10
11 Uncontrolled and high loading observed in Unit 1A causing cracking below 11
12 Local high loading on 6th Floor LL 3.5kPa LL 5kPa Cracking observed to soffit below Blockwork walls 12 LL 3kPa * LL = Live Load LL 5kPa
13 Evidence of widespread soffit cracking to underside of 6 th floor slab beneath high load above 13
14 Inconsistencies between documentation and observations on site 14
15 The top storey of Unit 1A was not noted on the structural drawings provided No structural documentation was provided for Units 1B, 1C and 1D
16 Structural drawings provided for the ETP describe a 5 storey building
17 17 Priority Actions
18 Problems Observed ITEM 1: ITEM 2: ITEM 3: ITEM 4: ITEM 5: ITEM 6: High column stresses noted in Unit 1 and Unit 2 Punching shear stresses in Unit 1 flat slabs appear high Industrial loading above Unit 1B Basement causing cracking below Slender RC column appears cracked and bowing in Unit 1D Uncontrolled and high loading observed in Unit 1A Inconsistencies between documentation and observations 18
19 Item No. Observation Recommended Action Plan Recommended Timeline 1 High column stresses noted in Structural Engineer to review design, loads and columns Unit 1 and Unit 2 stresses Immediate - Now 2 High column stresses noted in Commence Detailed Engineering Assessment for Unit 1 and Unit 1 and Unit 2 Unit 2 see attached scope Immediate - Now 3 Verify insitu concrete strength either by taking 100mm dia. High column stresses noted in cores from 4 No. typical/non-critical columns or by using Unit 1 and Unit 2 existing cylinder strength data if available. Immediate - Now 4 Produce and actively manage a loading plan for all floor High column stresses noted in plates within the factory giving consideration to floor Unit 1 and Unit 2 capacity and column capacity. 5 High column stresses noted in Detail Engineering Assessment to be completed Unit 1 and Unit 2 6 High column stresses noted in Commence action on any recommendations arising from Unit 1 and Unit 2 the Detailed Engineering Assessment. 7 High column stresses noted in Continue to action recommendations arising from Detailed Unit 1 and Unit 2 Engineering Assessment 6-months 8 High column stresses noted in Continue to implement loading management plans Unit 1 and Unit 2 6-months 19
20 Detail Engineering Assessment This Schedule develops a minimum level of information, Analysis and testing expected as part of a Detail Engineering Assessment. The Building(s) have been visually assessed and it is deemed necessary that a detailed engineering assessment be carried out by a competent Engineering Team employed by the factory Owner. This Request should be read in conjunction with the BUET developed Tripartite Guideline document for Assessment of Structural Integrity of Existing RMG Factory Buildings in Bangladesh (Tripartite Document), the latest version of this document should be referenced. T his document also gives guidance on required competency of Engineering Team. We expect that the following will be carried out: 1. Development of Full Engineering As-Built Drawings showing Structure, loading, elements, dimensions, levels, foundations and framing on Plan, Section and Elevational drawings. 2. The Engineering team are to carry out supporting calculations with a model based design check to assess the safety and serviceability of the building against loading as set out in BNBC Lower rate provisions can be applied in accordance with the Tripartite Guidelines following international engineering practice, justification for these lower rate provisions must be made. 3. A geotechnical report describing ground conditions and commenting on foundation systems used/proposed. 4. A report on Engineering tests carried out to justify material strengths and reinforcement content in all key elements studied. 5. Detailed load plans shall be prepared for each level showing current and potential future loading with all key equipment items shown with associated loads. 6. The Engineering team will prepare an assessment report that covers the following: As-Built drawings including Plans at each level calling up and dimensioning all structural components Cross sectional drawings showing structural beams, slabs, floor to floor heights, roof build-ups and Basic design information of the structure Highlight any variation between As-built compared to the designed structure Results of testing for strength and materials Results of geotechnical assessment and testing/investigation Details of loading, inputs and results of computer modelling Commentary on adequacy/inadequacy of elements of the structure Schedule of any required retrofitting required for safety or performance of Structure Any proposals for Retrofitting to follow guidance developed in the Tripartite Document. 20
21 Item No. Observation Recommended Action Plan Recommended Timeline 9 Punching shear stresses in Unit 1 flat slabs appear high Commence a Detailed Engineering Assessment for Unit 1 as per Item 1 Immediate - Now 10 Punching shear stresses in Unit 1 flat slabs appear high Structural Engineer to review design, loads and punching shear stresses in slabs. Immediate - Now 11 Punching shear stresses in Unit 1 flat slabs appear high Verify insitu concrete strengths (using minimum of 4 No. 100mm dia. cores taken from slabs). Verify existing reinforcement (steel grade, bar diameter and spacing) in slabs. Immediate - Now 12 Punching shear stresses in Unit 1 flat slabs appear high Detailed Engineering Assessment to be completed 13 Punching shear stresses in Unit 1 flat slabs appear high Commence action on any recommendations arising from the Detailed Engineering Assessment. 14 Punching shear stresses in Unit 1 flat slabs appear high Continue to implement floor load plans 6-months 15 Punching shear stresses in Unit 1 flat slabs appear high Continue to action recommendations arising from Detailed Engineering Assessment 6-months 21
22 Item No. Observation Recommended Action Plan Recommended Timeline 16 Industrial loading above Unit Sections of plaster finish / paint to beams and slabs to be 1B Basement causing cracking removed to investigate if cracks penetrate the building below structure. Immediate - Now 17 Structural Engineer to specifically consider the slab and Industrial loading above Unit beam capacity of the ground floor, considering the actual 1B Basement causing cracking loads applied from washing and dyeing plant as part of the below Detailed Engineering Assessment. 18 Industrial loading above Unit Produce and actively manage a loading plan for the area 1B Basement causing cracking above the basement, giving consideration to floor capacity below and column capacity 19 Industrial loading above Unit 1B Basement causing cracking Continue to implement floor load plans below 6-months 20 Slender RC column appears cracked and bowing in Unit 1D Commence a Detailed Engineering Assessment as per Item 1 Immediate - Now 21 Slender RC column appears cracked and bowing in Unit 1D Structural Engineer to verify that column slenderness has been taken into account during design and validate as-built condition as part of the Detailed Engineering Assessment 22 Slender RC column appears cracked and bowing in Unit 1D Propose (and have installed) any retrofitting or strengthening required 22
23 Item No. Observation Recommended Action Plan Recommended Timeline 23 Uncontrolled and high loading observed in Unit 1A Commence a Detailed Engineering Assessment for Unit 1 as per Item 1 Immediate - Now 24 Uncontrolled and high loading observed in Unit 1A Produce and actively manage a loading plan for all floor plates within the factory, giving consideration to floor capacity and column capacity as part of the Detailed Engineering Assessment. 25 Uncontrolled and high loading observed in Unit 1A Continue to implement floor load management plans 6-months 26 Inconsistencies between documentation and observations Undertake a Detailed Engineering Assessment for Units 1 and 2 as per Item 1 Immediate - Now 27 Inconsistencies between documentation and observations As part of the Detailed Engineering Assessment, Structural Engineer to verify that the additional undocumented 11th floor of Unit 1A can be accommodated by the structure below 28 Inconsistencies between documentation and observations Building engineer to check, collect information and produce accurate and complete as-built documentation for all buildings 23
Badhan Knit Fashions Ltd
1 Badhan Knit Fashions Ltd A-16/17, BSCIC Hoisery Industrial Area, Shashongaon, Enayetnagar Fatullah, Narayangnaj (23.623200, 90.479000) 5 th April 2014 2 Observations 3 High Column Loads: Detailed Engineering
More informationStructural Safety Inspection
Structural Safety Factory Name ABANTI COLOUR TEX LTD ID 9468 Factory Address Date Date of Review Inspected by Shashongaon, Plot - S, A-646, Enayet nagar, Fatullah,Narayanganj 8/06/014 6-Jun-17 Md. Mostakin
More informationSonnet Textile Industries Ltd.
Sonnet Textile Industries Ltd. 49/B, Baizid Bostami Road, Nasirabad I/A, Chittagong. (22.31733N,91.80721E) 12 th June 2014 DEA 1 2 Observations 3 High column stresses, uncontrolled live loads and no loading
More informationDew Fashions Ltd. Le-Nouveautex Ltd. House-65,Board Bazar, Gazipur, Dhaka ( N, E) 22 June 2014
1 Dew Fashions Ltd. Le-Nouveautex Ltd. House-65,Board Bazar, Gazipur, Dhaka (+23.93941N,90.38554E) 22 June 2014 2 Observations Main Factory Building - Columns appear to be stressed to levels that require
More informationPanwin Designs Ltd. Baniachala (Bagher Bazar), Bhabanipur, Gazipur , rd May 2014
Panwin Designs Ltd. Baniachala (Bagher Bazar), Bhabanipur, Gazipur 24.166331, 90.420108 3 rd May 2014 1 Observations Building 1 2 Observations Building 1 Stress Levels in Columns 3 Observations Building
More informationFakir Knitwears Ltd. Kayempur, Fatullah, Narayanganj-1400, Bangladesh ( N, E) 19 December 2013
1 Fakir Knitwears Ltd. Kayempur, Fatullah, Narayanganj-1400, Bangladesh (23.64049N, 90.50106E) 19 December 2013 2 Observations 3 High Column Loads - Main Building Engineering Assessment Required Cursory
More informationMasco Cottons Ltd. 44, Redwan Complex, Gazipura Bustand, Tongi, Gazipur ( N, E) 25 January 2015
1 Masco Cottons Ltd 44, Redwan Complex, Gazipura Bustand, Tongi, Gazipur (23.921111N, 90.392778E) 25 January 2015 2 Observations 3 Observations 2 Columns heavily loaded for following reasons: - Loaded
More informationCamlet Fashions Ltd. Simco Fashions Ltd Fine Craft Ltd Ayesha & Galeya Fashions Ltd
Camlet Fashions Ltd. Simco Fashions Ltd Fine Craft Ltd Ayesha & Galeya Fashions Ltd 24/ka Shahid Minar Road (5 th Floor), Kallyanpur, Dhaka-1217. (23.77907778, 90.35986)- 28 th February 2015 1 2 Observations
More informationPurna Fashions Ltd. RH Attire Ltd
Purna Fashions Ltd. RH Attire Ltd SHAHNUR MARKET, 96 MURADPUR, HATHAZARI ROAD, PANCHLAISH THANA, Chittagong, Bangladesh (22.37245N, 91.83334E) 08 June 2014 1 2 Observations 3 High Column Stresses The columns
More informationSuman Fashion Garments Ltd. Nipunika Ltd. Cha-72/1/B, Moddha Badda, Holland Centre, Progoti Sarani, Dhaka ( N, E) 09 March 2014
Suman Fashion Garments Ltd. Nipunika Ltd. Cha-72/1/B, Moddha Badda, Holland Centre, Progoti Sarani, Dhaka (23.78287N, 90.42559E) 09 March 2014 1 2 Observations 3 Columns appear to be stressed in excess
More informationAl Islam Textile Ltd.
Al Islam Textile Ltd. 9 Kornopara,Savar,Dhaka-1340 (23.824207N, 90.256342E) 27 APRIL 2014 1 2 Observations Item 1 observation Column loads in excess of design loads Verify concrete strengths in columns
More informationWarn Knit Fashion Sun Knitwear Ltd. ARS Printing Chanmari, Near New Court, Fatullah, Narayanganj 1400, Bangladesh ( N, 90.
Warn Knit Fashion Sun Knitwear Ltd. ARS Printing Chanmari, Near New Court, Fatullah, Narayanganj 1400, Bangladesh (23.634373N, 90.497889E) 4 th December, 2016 2 High stress levels in columns that require
More informationS B Design Ltd. Famous Design Ltd. 246/1/F, West Agargaon, Sher-E-Bangla Nagar, Dhaka-1207 ( N, E) 17 February 2015
1 S B Design Ltd. Famous Design Ltd. 246/1/F, West Agargaon, Sher-E-Bangla Nagar, Dhaka-1207 (23.782446 N, 90.369530 E) 17 February 2015 2 High stress levels in columns 3 North Building South Building
More informationBabylon Casualwear Ltd Aboni Fashions Ltd Suravee Garments Ltd
Babylon Casualwear Ltd Aboni Fashions Ltd Suravee Garments Ltd Plot-23,24, Tetulzhora, Hemayetpur, Savar, Dhaka (23.792784N, 90.254587E) 29 March 2014 1 2 Observations 3 Potentially Highly-stressed columns
More informationABA Fashions Ltd. Plot #9, Block F, Tongi, Gazipur-1710 ( N, E) 08 MARCH 2014
ABA Fashions Ltd. Plot #9, Block F, Tongi, Gazipur-1710 (23.885176N, 90.399821E) 08 MARCH 2014 1 2 Observations 3 Highly stressed columns Cursory calculations indicate column at a high working stress.
More informationSaasco Tex (BD) Ltd Muksudpur Apparels Ltd Expo Dress Ltd Julfikar Fashions Ltd
Ltd Saasco Tex (BD) Ltd Muksudpur Apparels Ltd Expo Dress Ltd Julfikar Fashions Ltd Plot # 27, Holding # I/A, Milk vita Road, Section-7, Pallabi, Mirpur, Dhaka-1216. (23.819805N, 90.360526E) 24 th May
More informationKuliarchar Sweater Industries Ltd.
Kuliarchar Sweater Industries Ltd. Bada Kalmasher, K.B bazar, Gazipur, Bangladesh (23.954766, 90.380678) 9 March 2014 DEA 1 2 Observations Made 3 High Stress in Columns Cursory calculations indicate that
More informationApparel Gallery Ltd.
Apparel Gallery Ltd. 147-148, Norshinghpur, Asulia, Savar, Dhaka (23.929985N,90.304914E) 23 March 2014 1 2 Observations Building 1 Heavy loading due to raised floor area on Ground Floor 3 Building 1 Raised
More informationTanzila Textile Ltd.
1 Tanzila Textile Ltd. Baroypara, Ashulia, Savar, Dhaka. (24.017986, 90.243410) 12 April 2014 2 Observations 3 Highly Stressed Columns (Building 03) Cursory calculations indicate column at high working
More informationStructural Inspection Report
Revision: Issue 2 Date: 23 rd June 2014 Cherry Pvt. Ltd. Florence Fashions Ltd. Ultimate Ltd. Chandand Fashion Ltd. Joy Fashion Ltd. Structural Inspection Report Authors: Adrian Ryan, Cathal Mac an tsearraigh
More information4A Yarn Dyeing Ltd. Kaichabari, Savar, Dhaka-1340, Bangladesh ( , ) 25 March 2014
4A Yarn Dyeing Ltd. Kaichabari, Savar, Dhaka-1340, Bangladesh (23.945831, 90.261923) 25 March 2014 1 2 Observations 3 Highly stressed columns Outline calculations indicate that the working stresses of
More informationGMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh ( , ) 22 March 2014
GMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh (23.968661, 90.296963) 22 March 2014 1 2 Observations 3 Highly stressed columns Cursory calculations indicate that the working stresses of columns
More informationNatural Sweater Village Ltd
Natural Sweater Village Ltd Raju Tower, Gouripur, Ashulia, Dhaka (23.887817E,90.318335N) 19 December 2013 1 2 Building 1 Building Observations 3 Drawings do not correspond with constructed condition in
More informationLibas Textiles Ltd (9500)
Revision : Issue 01 Date: 28.03.2014 Libas Textiles Ltd (9500) Nishchintopur, Mouchak, Kaliakoir, Gazipur, Bangladesh. (+24.01773N, +90.27978E) 22.MARCH.2014 Client Summary Report Observations & Actions
More informationUtah Knitting & Dyeing Ltd #9533. Boran, Monipur, Mirzapur, Gazipur 03.May.2014
Utah Knitting & Dyeing Ltd #9533 Boran, Monipur, Mirzapur, Gazipur 03.May.2014 Identified Priority 2 Concerns Chemical & Sewing Buildings No loading plan in effect. Washing Building Cracks in upstand beams
More informationElite Garments Ind. Ltd.
Elite Garments Ind. Ltd. Bade Kalmeswer, Board Bazar, Gazipur, Bangladesh (23.954199, 90.380240) 5th April 2014 8th April 2015 1 2 Observations Made 3 Building 5 - Steel Portal Frame Main span varies from
More informationPosh Garments Ltd Ltd
Posh Garments Ltd Ltd 384/A, Tejgaon Industrial Area, Dhaka 1215 (23.76577, 90.39870) 6 th April 2014 1 2 Observations 3 Stress Levels in Columns Cursory calculations indicate that the working stress of
More informationShin Shin Apparels Ltd. (9615) Dag RS. 228, JL 73, Gorat, East Norshinghapur, Zirabo, Savar ( N, E) 27.MAY.2014
Shin Shin Apparels Ltd. (9615) Dag RS. 228, JL 73, Gorat, East Norshinghapur, Zirabo, Savar (+23.94071N, 90.30929E) 27.MAY.2014 Identified Priority 1 Concerns 1 st Priority 1 Concern Based on the Detail
More informationAmena (Pvt.) Ltd. (9817) Abdul Latif Market, Ahalia,Sector #5,Road #9-C,Uttara ( N, E) 15.June.2014
Amena (Pvt.) Ltd. (9817) Abdul Latif Market, Ahalia,Sector #5,Road #9-C,Uttara (+23.863478N, 90.388429E) 15.June.2014 Identified 1 st Priority 3 Concern 1 st Priority 3 Concern Uncontrolled storage loading
More informationAlif Apparels Ltd. (9813) Goldstar Garments Ltd. (9844)
Alif Apparels Ltd. (9813) Goldstar Garments Ltd. (9844) 23/8 B&C, Holding #24/2, Khilje Road, Shyamoli Cinema Complex Building (2 nd Floor), Shyyamoli, Dhaka-1207 (+ 23.774489N, 90.365164E) 16.AUGUST.2014
More informationA-One Polar Ltd. Bhulta,Rupgonj,Narayangonj. ( , ) 27th April 2014
1 A-One Polar Ltd Bhulta,Rupgonj,Narayangonj. (23.754782,90545710) 27th April 2014 2 Observations Observations Knitting & Garments building Building 1 1 3 4 Observations Roof structure: no roof bracing
More informationGraphic Textiles Ltd.
Graphic Textiles Ltd. Sreeampur, Kalampur, Dhamrai, Dhaka (23.919114N 90.124967E) 17 th May 2014 1 2 Observations 3 Column capacity to be reviewed Preliminary calculations indicate that columns at Basement
More informationStar Garments (Pvt Ltd.)
Star Garments (Pvt Ltd.) Sha-23, Middle Badda, Dhaka. (23.780094N, 90.426299E) 02 July 2014 1 2 Observations 3 Inconsistencies between the drawings and the as constructed building Irregularities on drawings
More informationCassiopea Fashions Ltd. Cassiopea Apparels Ltd.
1 Cassiopea Fashions Ltd. Cassiopea Apparels Ltd. Bokran, Monipur, Vabanipur, Gazipur. (24.127427, 90.399544) 15 April 2014 2 Observations Made 3 No apparent stability system Steel Building 6 th floor
More informationNew Era Fashions Mfrs (BD) Ltd
New Era Fashions Mfrs (BD) Ltd Ltd Plot 10,11 & 12 Sector 8, Road 3, CEPZ, Chittagong (22.279298N, 91.776438E) 21 st June 2014 1 2 Observations Safety Hazard Water ingress through unsealed expansion joint
More informationAman Graphics and Design Ltd. Nazimnagar, Hemayetpur, Savar, Dhaka ( E, N) 29 April 2014
1 Aman Graphics and Design Ltd. Nazimnagar, Hemayetpur, Savar, Dhaka (23.79418E, 90.26393N) 29 April 2014 2 Building Observations 3 Building 1 - Columns appear to be stressed in excess of normal design
More informationEpcot Apparels Ltd Epcot Jeans Ltd Chandana, Joydebpur, Gazipur ( N, E) 11 May 2014
1 Epcot Apparels Ltd Epcot Jeans Ltd Chandana, Joydebpur, Gazipur (23.991163N, 90.394333E) 11 May 2014 2 Observations 3 Minor discrepancies between drawings and asbuilt structure At roof level the typical
More informationPandora Sweaters Ltd.
1 Pandora Sweaters Ltd. Gilar Chala, Master Bari, Shreepur, Gazipur. (24.187444, 90.424696) 19 th April 2014 2 Observations 3 High stress in columns in the two main production buildings Cursory calculations
More informationKDS IDR Ltd. CDA Plot # 15 (P)+16, Mohora I/A, Chandgaon, Chittagong ( N, E) Survey Date: 11 th March 2015
1 KDS IDR Ltd. CDA Plot # 15 (P)+16, Mohora I/A, Chandgaon, Chittagong (22.398815N, 91.865572E) Survey Date: 11 th March 2015 2 Observations Office Building - Pipe chased into column at 3rd floor level
More informationBUILDING INTEGRITY DEA SUMMARY REPORT
BUILDING INTEGRITY DEA SUMMARY REPORT SUPPLIER NAME OPEX Apparels Ltd. UNITS AUDITED Washing Plant 3 WG -5 WG 5 Extension (SKL) WG -3 Security Building SUPPLIER ADDRESS Kanchipur, Narayangonj, Dhaka, Bangladesh
More informationEchotex Ltd. Chandra, Mouchak, Shafipur, Gazipur, Dhaka ( N, E) 6 February 2014
Echotex Ltd Chandra, Mouchak, Shafipur, Gazipur, Dhaka (+24.03892N, 90.2586 E) 6 February 2014 1 2 Building Observations Garment Factory 3 Columns appear to be stressed in excess of normal design limits
More informationAmity Design Ltd. House #7&9, Road #9 Block #D, Section #11 Mirpur Dhaka 1216, Bangladesh (23.820N, E) 03.MARCH.2014
Amity Design Ltd. House #7&9, Road #9 Block #D, Section #11 Mirpur Dhaka 1216, Bangladesh (23.820N, 90.366E) 03.MARCH.2014 Site Observations Structural drawing does not match with the existing building
More informationMondol Fabrics Ltd. Nayapara,kasimpur, Gazipur ( N, E0) 8th March 2014
Mondol Fabrics Ltd Nayapara,kasimpur, Gazipur (23.990028N, 90.317336E0) 8th March 2014 1 2 Observations 3 Column Stresses in Toilet Area North of Building Cursory calculations indicate that column size
More informationLEARNING OF ETABS. 15 ft
LEARNING OF ETABS Ram Krishna Mazumder, Institute of Earthquake Engineering Research, Chittagong University of Engineering and Technology, Chittagong 4349, Bangladesh rkmazumder@gmail.com +8801712862281
More informationGK Garments Ltd (10378) Global Fashion Garments Ltd (10380) Global Outerwear Ltd (9991) Savar Shirts (10394)
GK Garments Ltd (10378) Global Fashion Garments Ltd (10380) Global Outerwear Ltd (9991) Savar Shirts (10394) 89, Berulia Road, Tati, Savar, Dhaka, Bangladesh. (+23.84843N, +90.25978E) 20.MARCH.2014 Identified
More informationTanaz Fashions Ltd. & Zayantex Ltd. L Usine Fashion Ltd (Unit 1)
Tanaz Fashions Ltd. & Zayantex Ltd. L Usine Fashion Ltd (Unit 1) 216, Sataish Road, Gazipura, Tongi, Gazipur, Bangladesh (23.921458N,90.386581E) 22 September 2013 1 2 Local concrete spalling caused by
More informationL Usine Fashions Ltd. (Ref. 9258) 36, Gazipura, Sataish Road, Tongi, Gazipur-1712, Bangladesh ( N, E) 08.MARCH.
L Usine Fashions Ltd. (Ref. 9258) 36, Gazipura, Sataish Road, Tongi, Gazipur-1712, Bangladesh (+23.920227N, 90.379468E) 08.MARCH.2014 Identified Priority 1 Concerns Heavy machinery at 1 st floor level
More informationK.L. Fashion Ltd. (10982) 75/1, Master Bari, Tongi, Gazipur ( N, E) 01.July.2014
K.L. Fashion Ltd. (10982) 75/1, Master Bari, Tongi, Gazipur (+23.903394N, +90.369739E) 01.July.2014 Identified Priority 1 Concerns None Identified Priority 2 Concerns The building does not contain any
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Assessor: Plot M-4/3, Road 7, Section 7 Mirpur, Dhaka Dhaka Dhaka Bangladesh Emkay Enterprises The Alliance for Bangladesh Worker Safety Page 1/7 Introduction
More informationIMPRESS FASHION LTD. Dag No. 2224, Matuial, Konapara Katherpool, Jatrabari, Dhaka-1362 ( N, E) 27 August 2015
IMPRESS FASHION LTD. Dag No. 2224, Matuial, Konapara Katherpool, Jatrabari, Dhaka-1362 (23.713984N, 90.462352E) 27 August 2015 1 2 Observations 3 Building 1 4 High stress on column. Overstressed Columns
More informationBUILDING INTEGRITY DEA SUMMARY REPORT
BUILDING INTEGRITY DEA SUMMARY REPORT SUPPLIER NAME UNITS AUDITED SUPPLIER ADDRESS Kenpark Bangladesh Pvt. Ltd. AUDIT DATE 10 th May, 2014 AUDIT PERFORMED BY AUDIT TEAM 1-storied prefabricated steel structure-
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Name: FCI BD, Ltd. Plot-36-39 Dhaka EPZ, Ganakbari, Savar Savar Dhaka Bangladesh The Alliance for Bangladesh Worker Safety Page 1/9 Introduction
More informationHELA Clothing Bangladesh Ltd
1 HELA Clothing Bangladesh Ltd Plot No. : 53, 54, 66, 67; Sector 01, Karnaphuli Export Processing Zone, North Patenga, Chittagong - 4204 (+91.792172E, 22.27145N) 01 July 2014 2 Steel columns in the Production
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT Plot No.: 74-77, Sector -02, Karnaphuli EPZ North Patenga, Chittagong Chittagong Chittagong Bangladesh The Alliance for Bangladesh Worker Safety Page 1/11
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT Factory Kandi Boilarpur, Horindhora, Hemayetpur, Savar Savar Dhaka 27 May 2014 The Alliance for Worker Safety Page 1/10 Factory 27 May 2014 Introduction
More informationLida Textile & Dyeing Ltd. Structural Inspection Report
Revision: Issue 1 Date: 9 th February 2015 Lida Textile & Dyeing Ltd. Ltd Holding No. 100/2, Block-B, East Chandura, Ward-8, Shafipur, Kaliakair, Gazipur. (24.036527, 90.272019) 4 th February 2015 Structural
More informationA.M. Design Ltd. Diakhali, Beron, Jamgara, Ashulia, Bangladesh ( N, E) 3 May 2014
1 A.M. Design Ltd. Diakhali, Beron, Jamgara, Ashulia, Bangladesh (23.937403N,90.296808E) 3 May 2014 2 Observations 3 Sensitivity of cantilever areas to loading Northeast cantilever East cantilever South
More informationSpring Trade Ltd. (9522) Plot # 42, Konapara Tenguri, Zirani Bazar, B.K.S.P, Savar, Dhaka, Bangladesh. ( N, E) 28.APRIL.
Spring Trade Ltd. (9522) Plot # 42, Konapara Tenguri, Zirani Bazar, B.K.S.P, Savar, Dhaka, Bangladesh. (+23.990869N, +90.244843E) 28.APRIL.2014 Identified Priority 1 Concerns 1 st Priority 1 Concern Typical
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT A-23, 24, 25, 26 BSCIC, Industrial Estate, Kalurghat, Chittagong The Alliance for Bangladesh Worker Safety Page 1/15 Introduction to the Report The following
More informationPimkie Apparels Ltd. (9205) Plot #328, Bloc #F, Tongi Industrial Area, Tongi ( N, E) 27.May.2014
Pimkie Apparels Ltd. (9205) Plot #328, Bloc #F, Tongi Industrial Area, Tongi (+23.882757N, 90.396797E) 27.May.2014 Identified Priority 1 Concerns Garment Building Steel columns 1 st Priority 1 Concern
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Name: 10, HSS Road Chittagong Chittagong Chittagong Bangladesh 21 May 2014 The Alliance for Bangladesh Worker Safety Page 1/12 21 May 2014
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) The Alliance for Bangladesh Worker Safety Page 1/12 Introduction to the Report The following report contains a site profile and summary of non-conformities
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Assessor: 936, Vogra Chowdhury Bari, Joydevpur, Gazipur Joydebpur, Gazipur Emkay Enterprises 16 May 2015 The Alliance for Bangladesh Worker
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Assessor: South Panishail, Kashimpur, Gazipur Gazipur Dhaka Bangladesh Emkay Enterprises The Alliance for Bangladesh Worker Safety Page 1/9 Introduction
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory 81, Kalmessar, "Jalal Shopping Complex" Board Bazar, Gazipur. 20 May 2014 The Alliance for Bangladesh Worker Safety Page 1/11 20 May 2014 Introduction
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Gilarchala, Gorgaria Master bari Sreepur, Gazipur Sreepur, Gazipur 22 Apr 2014 The Alliance for Bangladesh Worker Safety Page 1/10 Factory
More informationBUILDING INTEGRITY SUMMARY REPORT
BUILDING INTEGRITY SUMMARY REPORT SUPPLIER NAME Kenpark Bangladesh Pvt.Ltd (Unit 1) UNITS AUDITED SUPPLIER ADDRESS Dry Process Building Sector 8, Plot 31-42, Chittagong Export Processing Zone, Chittagong,
More informationContents. Foreword 1 Introduction 1
Contents Notation x Foreword xiii 1 Introduction 1 1.1 Aims of the Manual 1 1.2 Eurocode system 1 1.3 Scope of the Manual 3 1.4 Contents of the Manual 4 1.5 Notation and terminology 4 2 General principles
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT Factory C.D.A Plot No. C-49, Sagarika Road, Pahartaly, Chittagong Chittagong 18 May 2014 The Alliance for Bangladesh Worker Safety Page 1/12 18 May 2014
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT 171-181, Baizid Bostami Road Nasirabad I/A, Chittagong Chittagong The Alliance for Bangladesh Worker Safety Page 1/11 Introduction to the Report The following
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Plot 47-52 & 68-73, KEPZ North Patenga Chittagong Chittagong The Alliance for Bangladesh Worker Safety Page 1/10 Introduction to the Report The following
More informationBUILDING INTEGRITY DEA SUMMARY REPORT
BUILDING INTEGRITY DEA SUMMARY REPORT SUPPLIER NAME UNITS AUDITED Opex Mills SSL2 Building 4X Generator Building 6X Generator Building Denim Generator Building Rope Denim Generator Building SSL Generator
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory SFB 2 Adamjee EPZ, Siddergonj, Narayangonj, Siddhirgonj Dhaka 22 Feb 2017 The Alliance for Worker Safety Page 1/11 22 Feb 2017 Introduction
More information30 kip/ft (Dead load) 5 ft. 20 ft
UNIVERSITY OF CALIFORNIA, BERKELEY Dept. of Civil and Environmental Engineering Spring Semester 2017 Structural Engineering, Mechanics and Materials Ph.D. Preliminary Examination: Design Consider the frame
More informationEH Textiles Ltd EH Fabrics Ltd
EH Textiles Ltd EH Fabrics Ltd 221 225 Sataish Rd, Khortoil, Dhaka (23.9208N, 90.3880E) 31 October, 2013 1 2 Building Observations 3 Engineering Checks on columns required C2 perimeter columns drawings
More informationEQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT
EQUIVALENT INITIAL STRUCTURAL SAFETY ASSESSMENT The Alliance for Bangladesh Worker Safety Page 1/9 Introduction to the Report The following report contains a site profile and summary of non-conformities
More informationPARAMETRIC STUDY ON FLAT SLAB WITH AND WITHOUT COLUMN DROP
Vol-3 Issue- 7 IJARIIE-ISSN(O)-395-4396 PARAMETRIC STUDY ON FLAT SLAB WITH AND WITHOUT COLUMN DROP Jaydeep Chodvadiya, Vipul Vyas, Dr. G.S. Doiphode 3 PG Scholar of Structural Engineering, Charotar University,
More informationCE 3150 Reinforced Concrete Design Design Project
Problem Description For this design project you will work in your project groups to complete a partial design of an office building. Specifically, you will design and fully detail three components: 1.
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Address: 50, New Chaktai (4th & 5th Floor), Haji Delware Hosen Sowdagar Market, Chittagong Chittagong Chittagong Bangladesh 05 May 2014 The
More informationSabah Shawkat Cabinet of Structural Engineering 2017
3.1-1 Continuous beams Every building, whether it is large or small, must have a structural system capable of carrying all kinds of loads - vertical, horizontal, temperature, etc. In principle, the entire
More informationdifficulties. Therefore, to directly jump to nonlinear static or dynamic analysis is scary.
A Critical Review of IS:13920-20162016 Prof. Ashok K. Jain Retd. Professor, IIT Roorkee Indirapuram, GZB UP 201014 Introduction IS:13920 1993 has been revised and 2016 edition
More informationAvant Garde Fashion Ltd. Ring Shine Textiles Ltd.
Avant Garde Fashion Ltd. Ring Shine Textiles Ltd. Plots 170-176 & 224-260, Extension Area, DEPZ, Ganakbari, Savar, Dhaka, Bangladesh (23.945218 N,90.27939 E) 7 May 2014 1 2 Observations 3 Structural design
More informationCork Institute of Technology. Summer 2006 Structural Design & Detailing I (Time: 4 Hours)
Cork Institute of Technology Bachelor of Engineering (Honours) in Structural Engineering Stage 2 (NFQ Level 8) Summer 2006 Structural Design & Detailing I (Time: 4 Hours) Instructions: 1. The examination
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Name: Karardi, Shibpur, Narsingdi, Narsingdi Dhaka Bangladesh 10 May 2013 The Alliance for Bangladesh Worker Safety Page 1/15 10 May 2013 Introduction
More informationWANCHAI,HONG KONG. Submitted By Nidhi Setya Prachi Patwardhan Priyanka Dherange
WANCHAI,HONG KONG Submitted By Nidhi Setya Prachi Patwardhan Priyanka Dherange CENTRAL PLAZA 1) 78-storey: 374m tower 2) World's fourth tallest building at the time of construction 3) Tallest reinforced-concrete
More informationSPECIFICATION FOR PRECAST/ COMPOSITE CONCRETE FLOORS/ ROOF DECKS SECTION E60
SPECIFICATION FOR SECTION E60 A 2007-09-26 S.W. Revision Date Issue Authorised By Approved for Issue SW Date 24.09.07 clarkebond Page 1 of 6 To be read with Preliminaries/ General Conditions. GENERAL 10
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Plot 33-35, Dhaka (EPZ), Savar Savar Dhaka Bangladesh The Alliance for Bangladesh Worker Safety Page 1/11 Introduction to the Report The following
More informationPRE-CAST HOUSE CONSTRUCTION
PRE-CAST HOUSE CONSTRUCTION BDA is a Planning and Development Authority Jurisdictional Area is 1370 sq.km. Developed 64 Layouts Distributed 1,40,000 of sites Developed Infrastructure Works like Ring Roads
More informationCommercial Structures
Commercial Structures Structural Components Footing Piles Foundation Beams Joists Column Substructure Superstructure Reinforced concrete Re-bar Pre-cast concrete panel Deflection Cantilever Footings A
More informationUNIT-1 RETAINING WALLS
UNIT-1 RETAINING WALLS PART-A 1. Describe about Retaining wall. 2. Define gravity retaining walls. BT-1 3. Classify the types of retaining walls. 4. Explain cantilever retaining wall? 5. Describe about
More informationTHE DESIGN AND INSTALLATION OF A FIVE-STORY NEW TIMBER BUILDING IN JAPAN
THE DESIGN AND INSTALLATION OF A FIVE-STORY NEW TIMBER BUILDING IN JAPAN KOSHIHARA Mikio, Assoc. Prof., Dr.Eng. Institute of Industrial Science, University of Tokyo, Japan, kos@iis.u-tokyo.ac.jp ISODA
More informationLearning from Earthquakes to Improve Rehabilitation of Reinforced Concrete Buildings. James O. Jirsa The University of Texas at Austin
Learning from Earthquakes to Improve Rehabilitation of Reinforced Concrete Buildings James O. Jirsa The University of Texas at Austin Objectives of NATO SfP977231 Seismic evaluation and retrofitting of
More informationLevel 6 Graduate Diploma in Engineering Structural analysis
9210-111 Level 6 Graduate Diploma in Engineering Structural analysis Sample Paper You should have the following for this examination one answer book non-programmable calculator pen, pencil, ruler, drawing
More information6. Design of Portal Frames (For class held on 20 th, 26 th and 27 th March 07)
6. Design of Portal Frames (For class held on 0 th, 6 th and 7 th March 07) By Dr. G.S.Suresh, Professor, Civil Engineering Department, NIE, Mysore (Ph:934188467, email: gss_nie@ yahoo.com) 3.1 Introduction:
More informationStructural Engineering, Mechanics, and Materials. Preliminary Exam - Structural Design
Fall Semester 2018 Preliminary Exam - Structural Design A small building is located in downtown Berkeley. The structural system, either structural steel or reinforced concrete, comprises gravity framing
More information2016 DESIGN AND DRAWING OF REINFORCED CONCRETE STRUCTURES
R13 SET - 1 DESIGN AND DRAWING OF REINFCED CONCRETE STRUCTURES 1 Design a simply supported rectangular beam to carry 30kN/m superimposed load over a span of 6m on 460mm wide supports. Use M20 grade concrete
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Haribaritek, Pubail College Gate, Pubail, Gazipur Gazipur Dhaka 09 Jul 2014 The Alliance for Worker Safety Page 1/11 09 Jul 2014 Introduction
More informationSeismic Behaviour of RC Shear Walls
Ductile Detailing of RC Structures :: IS:13920-1993 1993 Short Course on Seismic Design of RC Structures Durgesh C. Rai Department of Civil Engineering, IIT Kanpur The material contained in this lecture
More informationVolume 1. HOW TO MAKE A DREAM HOUSE EARTHQUAKE RESISTANT Contents
Preparation of Seismic Design Manuals for Earthquake Disaster Mitigation Volume 1 HOW TO MAKE A DREAM HOUSE EARTHQUAKE RESISTANT Contents Part I: A house and its behavior during earthquake A House? How
More informationMark Sweater Ltd. Structural Inspection Report Observations & Actions Authors: Dariusz Tomiak Checked by: Dariusz Tomiak Approved by: Dariusz Tomiak
Mark Sweater Ltd. Surabari, Kashimpur, Gazipur-Sadar, Gazipur. (23.9716797, 90.3213635) 1 st March 2015 Structural Inspection Report Observations & Actions Authors: Dariusz Tomiak Checked by: Dariusz Tomiak
More information