dea report of salina apparels ltd._13!08!2014
DESCRIPTION
DEA Report of Salina Apparels Ltd._13!08!2014TRANSCRIPT
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
DETAIL ENGINEERING ASSESSMENT OF
9- STORIED FACTORY BUILDING WITH 1-BASEMENT FOR SALINA APPARELS LTD AT
SELINA TOWER-02: ISLAMBAG, HOLAN, DHAKHIN KHAN, UTTARA, DHAKA-1230
Revision History
0 Revision-0 (Original Issue ID:TCS.ST-01) 19-07-2014
Rev. Revision information Date
Reviewed by Approved by
Mostafizur Rahman Mohammad Mahfuzur Rahman
Owner: TCS Page 1 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Owner: TCS Page 2 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
AUGUST, 2014
Owner: TCS Page 3 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
AUGUST, 2014
Owner: TCS Page 4 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Table of Contents
1.0 INTRODUCTION2.0 SCOPE OF WORK3.0 VISUAL INSPECTION 4.0 ANALYTICAL STUDY5.0 STRUCTURAL DESIGN CONCEPT & CRITERIA.
5.1 CODES AND STANDARD5.2 LOADS CONSIDERED FOR EACH FLOOR5.3 MATERIALS CONSIDERED IN DESIGN 5.4 TOP DEFLECTION DUE TO LATERAL LOAD5.5 SOIL INVESTIGATION REPORT5.6 ADEQUACY OF FOUNDATION5.7 ADEQUACY OF COLUMN5.8 ADEQUACY OF SLAB AND BEAM DESIGN
6.0 CONCLUDING REMARKS
APPENDIX A ETABS INPUT FILEAPPENDIX B SOIL INVESTIGATION REPORTAPPENDIX C TEST REPORTS
APPENDIX D AS BUILT ARCHITECTURAL DRAWINGSAPPENDIX E AS BUILT STRUCTURAL DRAWINGSAPPENDIX F LOAD PLAN DRAWINGS
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Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
1.0 INTRODUCTION
The nine storied with one basement (92,536 sqf) (Land Area- 9500 sqf) garment factory building for Selina Apparels Ltd is located at Selina Tower-02: Islambag, Holan, Dhakhin Khan, Uttara, Dhaka-1230. Per floor area is 92,536 sqf. Total man power: 1200 person ( male-30% & female-70%), production capacity : 12,000 doz , total machine:900, total toilet: 69( female-43, male-26), total firefighter: 400 persons (fire service & civil ), total first aider: 52 persons( box-19). Buyer name: Walmart, Tesco, Khol’s, Target Australia, Priymark, K-Mart. The building has certification on Wrap, Walmart, BSCI. The basement is used for wastage store. Ground floor is fabrics store section. First floor is cutting section, compliance section, doctor’s room, child care room, dark room. 2nd floor is finishing section, director room, inspection room, spot removing room. 3rd Floor is finish goods, packing section, inspection room, buttion section, sewing section(Line-01), 4th floor is sewing section( Unit 1, Line-04) , inspection room, machanic room. 5th Floor is sewing section (Unit 02, Line-04), office room, and needle room. 6th Floor is accessories store, sewing section line (Line -01), fusing room and wastage room (01). 7th floor is dining room, canteen and idle room. 8th Floor is padding store.
Detail Engineering Assessment (DEA) of the building is done as per Guidelines for Assessment of Structural Integrity of Existing RMG Factory Buildings in Bangladesh by National Tripartite Plan of Action on Fire Safety and Structural Integrity.
2.0 SCOPE OF WORK
The scope of work is to evaluate the structural and foundation adequacy of the building based on the as-built architectural and structural drawings. The safety assessment of the building for maximum loading combinations that it is likely to experience during its lifetime requires comprehensive investigation involving detailed structural analysis based on design strength. Checking of different structural members will be done on the basis of actual strength of concrete and steel used in construction.
The major scope of the work is to check the safety and stability of different structural members, like
a) Checking for the top deflection of the structure b) Adequacy of the individual footingsc) Adequacy of the column sizes and reinforcement.d) Checking the design of other structural members.
Owner: TCS Page 6 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
3.0 VISUAL INSPECTION
The Consultants visited all floors of the building and inspected the physical condition of both structural members (columns, beams, floor slabs etc.) and non-structural members (brick partition walls (etc). No visible cracks are found in any place of the buildings.
From the visual inspection of the building it appears to be safe. There is no likelihood of any threat or risk in using the building for the purpose intended.
4.0 ANALYTICAL STUDY
Based on the supplied as built architectural and structural drawings, The Consultant “The Civil and Structures” (TCS) independently developed a computer analysis model and carried out complete analysis of the structure incorporating various design requirements as per Bangladesh National Building Code (BNBC). Loading values, load combinations, design parameters, strength calculation are taken from the BNBC and design parameters used in the design drawings. The results obtained from computer model are checked against relevant specifications and hand calculations. Finally, based on the analytical results, structural and foundation safety and stability are recommended.
5.0 STRUCTURAL DESIGN CONCEPT & CRITERIA
The structural element of the complex has been designed considering the following criteria.
5.1 CODES AND STANDARD
Bangladesh national Building Code - 1993 (BNBC)American Concrete Institute (ACI 318-99)American Society for Testing Materials (ASTM)
5.2 LOADS CONSIDERED FOR EACH FLOOR
Dead load:
Dead load is the vertical load due to the weight of permanent structural and non-structural component of a building, e.g walls, ceilings, permanent partitions and fixed service equipment. Unit weight of materials and the calculation of design dead loads are according to section 2.2, Chapter 2, part 6 of BNBC.
Owner: TCS Page 7 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Live load:
Live load is the load superimposed by the user or occupancy of the building but not including the environment load. The live load considered for the building is given below in Table 1:
Table 1: Floor occupancy and live loadSerial Floor Use of floor Height of
Floor (ft)Live load
(psf)
1 Basement floor
Car parking, Wastage store ---
2 Ground floor
Fabrics Store, Section 10’-0’’ 140
3 1st Floor Cutting section, Compliance Section , Doctors room, Child Care room ,Dark room
10’-0’’ 40
4 2nd Floor Finishing Section ,Director room,Inspection room, Spot removing room
10’-0’’ 40
5 3rd Floor Finish goods, Packing Section, Inspection room, Buttion section, Sewing Section
10’-0’’ 40
6 4thFloor Sewing Section( Unit 01, Line-04) , Inspection room, Machanic room
10’-0’’ 40
7 5th Floor Sewing Section(Unit 02,Line-04),Office room, Needle room
10’-0’’ 40
8 6th Floor Store, Sewing Section Line (Line -01), Fusing room, Wastage room(01).
10’-0’’ 80
9 7th Floor Dining room, Canteen, 2idle room 10’-0’’ 4010 8th Floor Padding Store 10’-0’’ 8011 Roof -- 10’-0’’ 15
Load Plan
Load Plans for every floor is prepared that reflect the actual use of the factory including actual material and work product loads as typically stored at maximum density. A load plan clearly shows measured aisle widths and extent of loading areas. Load plans, duly approved by the Engineering Team, shall be posted by the factory owner at each floor
Owner: TCS Page 8 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
level. Storage areas shall be clearly marked to indicate maximum allowable stored height of typical stacked materials.
Wind load:
The calculation of wind load conforms the Sub-clause 2.4, Chapter 2, and part 6 of BNBC. The following equation has been used to calculate design wind pressure of the structure
Pz = Cg Cp Cc Ci Cz Vb2 [BNBC, 2.4.6.2, 2.4.6.3 page – 6-33, 6-34]
Exposure A was considered for wind load calculation.
Following are the basic parameters assumed for wind loads on building.
Basic Wind Speed: 215 Km/hr (Ref. BNBC)Structure Importance Coefficient: 1.0Exposure Category: ‘A’Combined Height and Exposure Coefficient: As per Table 6.2.10 (Ref. BNBC)
Overall pressure coefficients for wind load are used as per table 6.2.15 (BNBC)
Seismic load:
The calculation of seismic load conforms the Sub-clause 2.5, Chapter 2, Part 6 of BNBC. Equivalent Static Force Method has been used for calculation of seismic lateral forces for the factory building.
Load Combination:
The following load combinations are considered for assessment of existing RMG factory building RC structures:
1.1.2 D+1.6L2.1.05D+1.25L+1.0W (or 1.0E)(Lateral loads from all possible directions are considered)D= Dead load, L=Live load, W=Wind load, E= Earthquake load, Lr=Roof Live Load, Lf=Floor Live Load.
Owner: TCS Page 9 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
5.3 MATERIALS CONSIDERED IN DESIGN
As per National Tripartite Plan of Action, in the case of detail engineering assessment, the material strength of the main structural members shall, in order of priority, be based on the following: i. Test results (or manufacturer’s certification) performed during the construction, if any, ii. Results obtained during the assessment by NDT and/or core testing for concrete and test on steel sample collected from the structures. iii. Strength parameters specified in the construction/design drawings duly verified by testing. In absence of proper documentation of the structure, the Engineering Team may assume the following material properties, unless good engineering judgment indicates that lesser values should be assumed. (1) Reinforced concrete - 17.3MPa (2500 psi) (2) Reinforcing steel - 415 MPa (60ksi) for construction from and after
2004 and 275MPa (40ksi) for construction earlier than 2004 (3) Structural steel-A36 (248 MPa (36 ksi) yield strength) (4) Minimum assumed concrete density = 23.60 KN/m3 (150 pounds per cubic foot).
Material strength considered Concrete:Compressive Strength of Concrete fc’ = 3,000 psi for columns and for beams and slabs used fc’ = 3,000 psi..
Reinforcement: Deformed bar with minimum yield strength of 60,000 psi.
5.4 TOP DEFLECTION DUE TO LATERAL LOAD
Story Point UX UYROOF 1 1.3 0.5ROOF 1 -1.4 0.0ROOF 1 0.0 1.9ROOF 1 0.0 -1.4ROOF 3 1.5 0.5ROOF 3 -1.5 0.0ROOF 3 0.0 1.9ROOF 3 0.0 -1.4ROOF 4 1.3 0.5ROOF 4 -1.3 0.0ROOF 4 0.0 1.9ROOF 4 -0.1 -1.4ROOF 5 1.2 0.5ROOF 5 -1.3 0.0
ROOF 5 0.0 1.9ROOF 5 -0.1 -1.4ROOF 6 1.1 0.5ROOF 6 -1.2 0.0ROOF 6 0.0 1.9ROOF 6 -0.1 -1.4ROOF 7 1.1 0.5ROOF 7 -1.2 0.0ROOF 7 0.0 1.9ROOF 7 -0.1 -1.4ROOF 8 1.1 0.5ROOF 8 -1.2 0.0ROOF 8 0.0 1.9ROOF 8 -0.1 -1.4ROOF 9 1.5 0.4
Owner: TCS Page 10 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
ROOF 9 -1.5 0.1ROOF 9 0.0 1.9ROOF 9 0.0 -1.4ROOF 15 1.3 0.4ROOF 15 -1.4 0.1ROOF 15 0.0 1.9ROOF 15 0.0 -1.4ROOF 17 1.3 0.1ROOF 17 -1.4 0.3ROOF 17 0.0 1.9ROOF 17 0.0 -1.6ROOF 18 1.3 0.2ROOF 18 -1.4 0.2ROOF 18 0.0 1.9ROOF 18 0.0 -1.5ROOF 19 1.3 0.2ROOF 19 -1.4 0.2ROOF 19 0.0 1.9ROOF 19 0.0 -1.5ROOF 20 1.3 0.3ROOF 20 -1.4 0.1ROOF 20 0.0 1.9ROOF 20 0.0 -1.5ROOF 21 1.3 0.4ROOF 21 -1.3 0.1ROOF 21 0.0 1.9ROOF 21 -0.1 -1.4ROOF 24 1.3 0.1ROOF 24 -1.3 0.3ROOF 24 0.0 1.9ROOF 24 -0.1 -1.6ROOF 25 1.3 0.2ROOF 25 -1.3 0.2ROOF 25 0.0 1.9ROOF 25 -0.1 -1.5ROOF 26 1.3 0.2ROOF 26 -1.3 0.2ROOF 26 0.0 1.9ROOF 26 -0.1 -1.5ROOF 27 1.3 0.3ROOF 27 -1.3 0.1ROOF 27 0.0 1.9ROOF 27 -0.1 -1.5ROOF 28 1.2 0.4ROOF 28 -1.3 0.1ROOF 28 0.0 1.9
ROOF 28 -0.1 -1.4ROOF 31 1.2 0.0ROOF 31 -1.3 0.3ROOF 31 0.0 2.0ROOF 31 -0.1 -1.6ROOF 32 1.2 0.1ROOF 32 -1.3 0.3ROOF 32 0.0 1.9ROOF 32 -0.1 -1.6ROOF 33 1.2 0.2ROOF 33 -1.3 0.2ROOF 33 0.0 1.9ROOF 33 -0.1 -1.5ROOF 34 1.2 0.2ROOF 34 -1.3 0.2ROOF 34 0.0 1.9ROOF 34 -0.1 -1.5ROOF 35 1.2 0.3ROOF 35 -1.3 0.1ROOF 35 0.0 1.9ROOF 35 -0.1 -1.5ROOF 36 1.1 0.4ROOF 36 -1.2 0.1ROOF 36 0.0 1.9ROOF 36 -0.1 -1.4ROOF 37 1.1 0.0ROOF 37 -1.2 0.3ROOF 37 0.0 2.0ROOF 37 -0.1 -1.6ROOF 38 1.1 0.1ROOF 38 -1.2 0.3ROOF 38 0.0 1.9ROOF 38 -0.1 -1.6ROOF 39 1.1 0.2ROOF 39 -1.2 0.2ROOF 39 0.0 1.9ROOF 39 -0.1 -1.5ROOF 40 1.1 0.2ROOF 40 -1.2 0.2ROOF 40 0.0 1.9ROOF 40 -0.1 -1.5ROOF 41 1.1 0.3ROOF 41 -1.2 0.1ROOF 41 0.0 1.9ROOF 41 -0.1 -1.5ROOF 42 1.1 0.5
Owner: TCS Page 11 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
ROOF 42 -1.2 0.0ROOF 42 0.0 1.9ROOF 42 -0.1 -1.4ROOF 43 1.4 0.1ROOF 43 -1.4 0.3ROOF 43 0.0 1.9ROOF 43 0.0 -1.6ROOF 44 1.4 0.2ROOF 44 -1.4 0.2ROOF 44 0.0 1.9ROOF 44 0.0 -1.5ROOF 45 1.4 0.2ROOF 45 -1.4 0.2ROOF 45 0.0 1.9ROOF 45 0.0 -1.5ROOF 46 1.4 0.3ROOF 46 -1.4 0.1ROOF 46 0.0 1.9ROOF 46 0.0 -1.5ROOF 47 1.4 0.4
ROOF 47 -1.4 0.1ROOF 47 0.0 1.9ROOF 47 0.0 -1.4ROOF 48 1.4 0.5ROOF 48 -1.4 0.0ROOF 48 0.0 1.9ROOF 48 0.0 -1.4ROOF 49 1.5 0.3ROOF 49 -1.5 0.1ROOF 49 0.0 1.9ROOF 49 0.0 -1.5ROOF 50 1.5 0.2ROOF 50 -1.5 0.2ROOF 50 0.0 1.9ROOF 50 0.0 -1.5ROOF 51 1.4 0.2ROOF 51 -1.4 0.2ROOF 51 0.0 1.9ROOF 51 0.0 -1.5
The maximum unfactored top deflection is 2.0 inch which is less than the allowable limit H/400 (i.e 90*12/400 = 2.7 in). Hence it is safe and stable from deflection point of view.
5.5 SOIL INVESTIGATION REPORT
The sub-soil exploration at the site consists of total 3 (Three) Nos. exploration boring upto a depth of 20.0 m below from EGL. The investigation and report has been prepared by Unique Boring and Enginnering Ltd, a leading geotechnical consulting firm of 34 Green Road, Nowab Mansion (3rd Floor), Dhaka-1205. They observed that the subsoil is not suitable for shallow foundation and recommended for driven piles. Estimated capacity of a precast RCC pile of size 300mmx300mm and tip level at 11.0m below EGL is 45 tons (99.0 kips) per pile which they recommended to be confirmed by load test result.
The geotechnical investigation and report has also been prepared by SURVEY 2000, Road #21, House #74, Block-B, Banani, Dhaka-1213 as appointed by the Consultant “Medway Consultancy Services (UK) Ltd. on March 2014. The sub-soil exploration at the site consists of total 3 (Three) Nos. exploration boring upto a depth of 21.0m below from EGL. They recommended that the allowable bearing capacity of the shallow foundation as isolated column footings may be considered 322 kPa (6.58 ksf) at a depth of 3.0m measured from EGL particularly at and around borehole 1 and 2. But for
Owner: TCS Page 12 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
borehole 3, they recommended allowable bearing capacity for the shallow foundation as 156 kPa (3.19ksf).
5.6 ADEQUACY OF FOUNDATION
The foundation of the factory building is on 300mm x 300mm driven precast piles. The reinforcement provided in the pile is also found satisfactorily from flexural moment.
Figure: Pile foundation layout plan .
Owner: TCS Page 13 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Figure: Column identification no in Etabs.
Owner: TCS Page 14 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
PointCoumn Load (kip)
1 1042 1313 1704 1405 1306 3297 3298 2949 291
10 29411 30512 24813 28314 41115 37316 36917 39818 43619 29120 36821 49622 50123 48424 50225 55126 46827 47828 514
29 47730 48731 51532 56933 61634 64235 68736 54537 59638 49039 57840 65741 9042 7343 12544 10945 16846 18147 13448 26949 25250 23451 28152 26353 27054 27055 21156 24757 26658 23559 153
Owner: TCS Page 15 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Analysis Point
in Etabs
Coumn Load (kip)
Provided
PileNo
Load on
Each Pile
1 104 2 522 131 2 653 170 2 854 140 1 1405 130 1 1306 329 2 1657 329 2 1648 294 2 1479 291 2 145
10 294 3 9811 305 3 10212 248 3 8313 283 3 9414 411 3 13715 373 3 12416 369 3 12317 398 3 13318 436 3 14519 291 4 7320 368 4 9221 496 4 12422 501 4 125
23 484 4 12124 502 4 12525 551 4 13826 468 4 11727 478 4 12028 514 4 12929 477 4 11930 487 4 12231 515 4 12932 569 4 14233 616 4 15434 642 4 16035 687 4 17236 545 4 13637 596 4 14938 490 4 12339 578 4 14440 657 4 16441 90
4 9942 7343 12544 10945 168 2 8446 181 2 9047 134 2 6759 153 2 76
The piles provided are found within allowable capacity to carry the loads of 9 storied new yarn building. The thickness and reinforcement provided in pile cap are also found adequate from punching and beam shear point of view.
Th grade beams 12” x 24” with 4 – 20mm rod at both top and bottom provided just below the PL is sufficient to tie the whole building together. Besides 6” thick RCC ground floor slab at plinth level will be additional safety against bearing failure of the building. This ground floor RCC slab will also act as mat foundation.
Owner: TCS Page 16 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
5.7 ADEQUACY OF COLUMN
The reinforcements required at ground floor level from ETABS analysis is given below
Figure: Required column reinforcement.
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Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Figure: Column identification no in Etabs.
Owner: TCS Page 18 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Table 5: Column reinforcement
Analysis Point
in Etabs
Coumn Load (kip)
Provided Reinforcement
Required Reinforcement
Comments
1 104 3.92 3.2 OK2 131 3.92 3.7 OK3 170 3.92 4.5 RETROFIT4 140 3.92 5.9 RETROFIT5 130 3.92 4.1 RETROFIT6 329 6.08 8.2 RETROFIT7 329 6.08 7.8 RETROFIT8 294 6.08 6.7 RETROFIT9 291 6.08 7.5 RETROFIT
10 294 9.73 4.3 OK11 305 9.73 5.3 OK12 248 7.84 6.4 OK13 283 9.73 4.3 OK14 411 9.73 9.3 OK15 373 9.73 7.8 OK16 369 9.73 6.3 OK17 398 9.73 7.7 OK18 436 9.73 11.2 RETROFIT19 291 12.20 7.8 OK20 368 12.20 4.7 OK21 496 12.20 9.3 OK22 501 12.20 9.0 OK23 484 12.20 9.4 OK24 502 12.20 10.4 OK25 551 12.20 13.0 RETROFIT26 468 12.20 8.7 OK27 478 12.20 9.2 OK28 514 12.20 11.2 OK29 477 12.20 8.4 OK30 487 12.20 8.9 OK31 515 12.20 10.2 OK32 569 12.20 10.2 OK33 616 12.20 12.4 RETROFIT34 642 12.20 11.7 OK
Owner: TCS Page 19 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
35 687 12.20 15.4 RETROFIT36 545 12.20 7.2 OK37 596 12.20 11.5 OK38 490 12.20 5.7 OK39 578 12.20 9.9 OK40 657 12.20 12.7 RETROFIT41 90 5.88 2.1 OK42 73 5.88 2.3 OK43 125 5.88 2.2 OK44 109 5.88 2.2 OK45 168 3.92 3.8 OK46 181 3.92 3.1 OK47 134 6.08 2.5 OK48 269 5.88 3.0 OK49 252 7.84 3.3 OK50 234 3.92 5.9 RETROFIT51 281 3.92 5.1 RETROFIT52 263 5.88 3.1 OK53 270 7.84 4.5 OK54 270 3.92 5.5 RETROFIT55 211 3.20 6.3 RETROFIT56 247 3.92 4.2 RETROFIT57 266 5.88 4.0 OK58 235 3.20 5.7 RETROFIT59 153 9.73 2.3 OK
The reinforcement provided at ground floor levels are found near to adequate for all columns. Provided reinforcement in all columns at other floor levels are also found more than the required reinforcement. Hence all columns are safe.
Owner: TCS Page 20 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
5.8 ADEQUACY OF SLAB AND BEAM DESIGN
The typical floor roof slab is one way beam supported slab. The maximum panel size is 28’-0” x 12’-0” and the thickness provided as per drawing 5” is just adequate as per BNBC / ACI Code. For smaller panel sizes, provided thickness is adequate. The reinforcement provided in typical floor roof slab is 12mm@6”c/c in short direction as main bar and 10mm@ 8”c/c alt ckd in long direction as binder. 2-12mm extra top in interior support and 1-12mm extra top in exterior support is provided in short direction. The 12” x 30“ beams are provided as girder and secondary beam. The beam reinforcement required from ETABS analysis is shown below.
Figure: Beam reinforcement (in2) in Grade beam of the building
Figure: Beam reinforcement (in2) in 1st floor of the building
Required reinforcement of beam is less than provided reinforcement. Hence beam size and reinforcement is safe.
Owner: TCS Page 21 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
6.0 CONCLUDING REMARKS
The structure was modeled using 3-D computer program ETABS and designed for all possible load combinations. The following observations have been done.
The maximum unfactored top deflection is 1.1 inch which is less than the allowable limit H/400 (i.e 79*12/400 = 2.37in). Hence it is safe and stable from deflection point of view.
The foundation of the factory building is on 300mm x 300mm driven precast piles. The reinforcement provided in the pile is also found satisfactorily from flexural moment. The piles provided are found within allowable capacity to carry the loads of 7 storied new yarn building. The thickness and reinforcement provided in pile cap are also found adequate from punching and beam shear point of view.
The reinforcement provided at ground floor levels are found near to adequate for all columns. Provided reinforcement in all columns at other floor levels are also found more than the required reinforcement. Hence all columns are safe.
The typical floor roof slab is one way beam supported slab. The maximum panel size is 28’-0” x 12’-0” and the thickness provided as per drawing 5” is just adequate as per BNBC / ACI Code. Required reinforcement of beam is less than provided reinforcement. Hence beam size and reinforcement is safe.
Owner: TCS Page 22 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX A
(ETABS INPUT FILE)
Owner: TCS Page 23 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
INPUT FILE
ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 1 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION 8-1 None 10.000 100.000 8 8-1 10.000 90.000 7 8-1 10.000 80.000 6 8-1 10.000 70.000 5 8-1 10.000 60.000 4 8-1 10.000 50.000 3 8-1 10.000 40.000 2 8-1 10.000 30.000 1 8-1 10.000 20.000 GF 8-1 10.000 10.000 BASE None 0.000 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 2 S T A T I C L O A D C A S E S STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION DEAD DEAD N/A 1.0000 LIVE LIVE N/A 0.0000 SDEAD SUPER DEAD N/A 0.0000 WX WIND ASCE7-98 0.0000 WY WIND ASCE7-98 0.0000 EXP QUAKE UBC97 0.0000 EXN QUAKE UBC97 0.0000 EYP QUAKE UBC97 0.0000 EYN QUAKE UBC97 0.0000 WT SUPER DEAD N/A 0.0000 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 3
Owner: TCS Page 24 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
A U T O W I N D A S C E 7 - 9 8 Case: WX AUTO WIND INPUT DATA Exposure From: Rigid diaphragm extents Direction Angle = 0 degrees Windward Cp = 0.8 Leeward Cp = 0.5 Top Story: 8-1 Bottom Story: GF No parapet is included Basic Wind Speed, V = 205 mph Exposure Category = A Importance Factor, Iw = 1 Kzt = 1 Kd = 0.85 Gust Factor, G = 0.85 AUTO WIND EXPOSURE WIDTH INFORMATION (Exposure widths are from diaphragm extents) STORY DIAPHRAGM WIDTH X Y 8-1 D1 94.249 3170.910 -1415.808 8 D1 94.249 3159.985 -1415.808 7 D1 94.249 3159.985 -1415.808 6 D1 94.249 3159.985 -1415.808 5 D1 94.249 3159.985 -1415.808 4 D1 94.249 3159.985 -1415.808 3 D1 94.249 3159.985 -1415.808 2 D1 94.249 3159.985 -1415.808 1 D1 94.249 3159.985 -1415.808 GF D1 87.083 3159.339 -1412.225 AUTO WIND CALCULATION FORMULAS P = wind pressure = WindwardCp qz G + qh G LeewardCp qz, the velocity pressure, = 0.00256 Kz Kzt Kd Iw V^2 psf Kz is the velocity pressure exposure coefficient
Owner: TCS Page 25 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Kz = 2.01 (z / zg)^(2/alpha) for 15 feet <= z <= zg Kz = 2.01 (15 / zg)^(2/alpha) for z < 15 feet z is the distance from the specified bottom story to the point considered zg and alpha are specified in ASCE7-98 Table 6.4 qh is the velocity pressure at the specified top story level AUTO WIND CALCULATION RESULTS zg = 1500 alpha = 5.0 qh = 59.6517 AUTO WIND STORY FORCES STORY FX FY FZ MX MY MZ 8-1 30773.76 0.00 0.00 0.000 0.000 154415.607 8 60353.58 0.00 0.00 0.000 0.000 232765.599 7 58453.95 0.00 0.00 0.000 0.000 218222.858 6 56382.51 0.00 0.00 0.000 0.000 210489.678 5 54090.03 0.00 0.00 0.000 0.000 201931.308 4 51498.96 0.00 0.00 0.000 0.000 192258.206 3 48473.75 0.00 0.00 0.000 0.000 180964.362 2 44842.40 0.00 0.00 0.000 0.000 167407.624 1 42663.69 0.00 0.00 0.000 0.000 202445.639 GF 19664.03 0.00 0.00 0.000 0.000 69602.053 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 4 A U T O W I N D A S C E 7 - 9 8 Case: WY
Owner: TCS Page 26 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
AUTO WIND INPUT DATA Exposure From: Rigid diaphragm extents Direction Angle = 90 degrees Windward Cp = 0.8 Leeward Cp = 0.5 Top Story: 8-1 Bottom Story: GF No parapet is included Basic Wind Speed, V = 199 mph Exposure Category = A Importance Factor, Iw = 1 Kzt = 1 Kd = 0.85 Gust Factor, G = 0.85 AUTO WIND EXPOSURE WIDTH INFORMATION (Exposure widths are from diaphragm extents) STORY DIAPHRAGM WIDTH X Y 8-1 D1 106.917 3170.910 -1415.808 8 D1 136.183 3159.985 -1415.808 7 D1 136.183 3159.985 -1415.808 6 D1 136.183 3159.985 -1415.808 5 D1 136.183 3159.985 -1415.808 4 D1 136.183 3159.985 -1415.808 3 D1 136.183 3159.985 -1415.808 2 D1 136.183 3159.985 -1415.808 1 D1 136.183 3159.985 -1415.808 GF D1 130.058 3159.339 -1412.225 AUTO WIND CALCULATION FORMULAS P = wind pressure = WindwardCp qz G + qh G LeewardCp qz, the velocity pressure, = 0.00256 Kz Kzt Kd Iw V^2 psf Kz is the velocity pressure exposure coefficient Kz = 2.01 (z / zg)^(2/alpha) for 15 feet <= z <= zg Kz = 2.01 (15 / zg)^(2/alpha) for z < 15 feet
Owner: TCS Page 27 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
z is the distance from the specified bottom story to the point considered zg and alpha are specified in ASCE7-98 Table 6.4 qh is the velocity pressure at the specified top story level AUTO WIND CALCULATION RESULTS zg = 1500 alpha = 5.0 qh = 56.2110 AUTO WIND STORY FORCES STORY FX FY FZ MX MY MZ 8-1 0.00 32896.34 0.00 0.000 0.000 -56392.194 8 0.00 82176.61 0.00 0.000 0.000 -498113.166 7 0.00 79590.10 0.00 0.000 0.000 -464581.758 6 0.00 76769.66 0.00 0.000 0.000 -448118.340 5 0.00 73648.26 0.00 0.000 0.000 -429898.145 4 0.00 70120.29 0.00 0.000 0.000 -409304.764 3 0.00 66001.20 0.00 0.000 0.000 -385260.931 2 0.00 61056.80 0.00 0.000 0.000 -356399.550 1 0.00 58090.30 0.00 0.000 0.000 -659244.142 GF 0.00 27674.08 0.00 0.000 0.000 -87167.392 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 5 A U T O S E I S M I C U B C 9 7 Case: EXP
Owner: TCS Page 28 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
AUTO SEISMIC INPUT DATA Direction: X + EccY Typical Eccentricity = 5% Eccentricity Overrides: No Period Calculation: Method A Ct = 0.03 (in feet units) Top Story: 8-1 Bottom Story: BASE R = 8 I = 1 hn = 100.000 (Building Height) Soil Profile Type = SC Z = 0.15 Ca = 0.1800 Cv = 0.2500 AUTO SEISMIC CALCULATION FORMULAS Ta = Ct (hn^(3/4)) V = (Cv I W) / (R T) (Eqn. 1) V <= 2.5 Ca I W / R (Eqn. 2) V >= 0.11 Ca I W (Eqn. 3) If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS Ta = 0.9487 sec T Used = 0.9487 sec W Used = 18951149.67 V (Eqn 1) = 32.9404W V (Eqn 2) = 56.2500W V (Eqn 3) = 19.8000W V (Eqn 4) = 24.0000W
Owner: TCS Page 29 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
V Used = 0.0329W = 624258.30 Ft Used = 41455.64 AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ 8-1 124418.02 0.00 0.00 0.000 0.000 -586313.713 8 93841.49 0.00 0.00 0.000 0.000 -442223.367 7 84368.99 0.00 0.00 0.000 0.000 -397584.662 6 73822.86 0.00 0.00 0.000 0.000 -347886.579 5 63276.74 0.00 0.00 0.000 0.000 -298188.496 4 52730.62 0.00 0.00 0.000 0.000 -248490.413 3 42184.49 0.00 0.00 0.000 0.000 -198792.331 2 31638.37 0.00 0.00 0.000 0.000 -149094.248 1 48586.91 0.00 0.00 0.000 0.000 -228716.976 GF 9389.81 0.00 0.00 0.000 0.000 -33417.135 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 6 A U T O S E I S M I C U B C 9 7 Case: EXN AUTO SEISMIC INPUT DATA Direction: X - EccY Typical Eccentricity = 5% Eccentricity Overrides: No Period Calculation: Method A Ct = 0.03 (in feet units) Top Story: 8-1
Owner: TCS Page 30 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
Bottom Story: BASE R = 8 I = 1 hn = 100.000 (Building Height) Soil Profile Type = SC Z = 0.15 Ca = 0.1800 Cv = 0.2500 AUTO SEISMIC CALCULATION FORMULAS Ta = Ct (hn^(3/4)) V = (Cv I W) / (R T) (Eqn. 1) V <= 2.5 Ca I W / R (Eqn. 2) V >= 0.11 Ca I W (Eqn. 3) If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS Ta = 0.9487 sec T Used = 0.9487 sec W Used = 18951149.67 V (Eqn 1) = 32.9404W V (Eqn 2) = 56.2500W V (Eqn 3) = 19.8000W V (Eqn 4) = 24.0000W V Used = 0.0329W = 624258.30 Ft Used = 41455.64 AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ
Owner: TCS Page 31 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
8-1 124418.02 0.00 0.00 0.000 0.000 586313.713 8 93841.49 0.00 0.00 0.000 0.000 442223.367 7 84368.99 0.00 0.00 0.000 0.000 397584.662 6 73822.86 0.00 0.00 0.000 0.000 347886.579 5 63276.74 0.00 0.00 0.000 0.000 298188.496 4 52730.62 0.00 0.00 0.000 0.000 248490.413 3 42184.49 0.00 0.00 0.000 0.000 198792.331 2 31638.37 0.00 0.00 0.000 0.000 149094.248 1 48586.91 0.00 0.00 0.000 0.000 229165.877 GF 9389.81 0.00 0.00 0.000 0.000 46815.044 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 7 A U T O S E I S M I C U B C 9 7 Case: EYP AUTO SEISMIC INPUT DATA Direction: Y + EccX Typical Eccentricity = 5% Eccentricity Overrides: No Period Calculation: Method A Ct = 0.03 (in feet units) Top Story: 8-1 Bottom Story: BASE R = 8 I = 1 hn = 100.000 (Building Height) Soil Profile Type = SC Z = 0.15 Ca = 0.1800 Cv = 0.2500
Owner: TCS Page 32 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
AUTO SEISMIC CALCULATION FORMULAS Ta = Ct (hn^(3/4)) V = (Cv I W) / (R T) (Eqn. 1) V <= 2.5 Ca I W / R (Eqn. 2) V >= 0.11 Ca I W (Eqn. 3) If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS Ta = 0.9487 sec T Used = 0.9487 sec W Used = 18951149.67 V (Eqn 1) = 32.9404W V (Eqn 2) = 56.2500W V (Eqn 3) = 19.8000W V (Eqn 4) = 24.0000W V Used = 0.0329W = 624258.30 Ft Used = 41455.64 AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ 8-1 0.00 124418.02 0.00 0.000 0.000 665117.980 8 0.00 93841.49 0.00 0.000 0.000 638981.767 7 0.00 84368.99 0.00 0.000 0.000 574481.967 6 0.00 73822.86 0.00 0.000 0.000 502671.721 5 0.00 63276.74 0.00 0.000 0.000 430861.475
Owner: TCS Page 33 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
4 0.00 52730.62 0.00 0.000 0.000 359051.229 3 0.00 42184.49 0.00 0.000 0.000 287240.983 2 0.00 31638.37 0.00 0.000 0.000 215430.738 1 0.00 48586.91 0.00 0.000 0.000 330884.973 GF 0.00 9389.81 0.00 0.000 0.000 70618.287 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 8 A U T O S E I S M I C U B C 9 7 Case: EYN AUTO SEISMIC INPUT DATA Direction: Y - EccX Typical Eccentricity = 5% Eccentricity Overrides: No Period Calculation: Method A Ct = 0.03 (in feet units) Top Story: 8-1 Bottom Story: BASE R = 8 I = 1 hn = 100.000 (Building Height) Soil Profile Type = SC Z = 0.15 Ca = 0.1800 Cv = 0.2500 AUTO SEISMIC CALCULATION FORMULAS Ta = Ct (hn^(3/4)) V = (Cv I W) / (R T) (Eqn. 1) V <= 2.5 Ca I W / R (Eqn. 2)
Owner: TCS Page 34 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
V >= 0.11 Ca I W (Eqn. 3) If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS Ta = 0.9487 sec T Used = 0.9487 sec W Used = 18951149.67 V (Eqn 1) = 32.9404W V (Eqn 2) = 56.2500W V (Eqn 3) = 19.8000W V (Eqn 4) = 24.0000W V Used = 0.0329W = 624258.30 Ft Used = 41455.64 AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ 8-1 0.00 124418.02 0.00 0.000 0.000 -665117.980 8 0.00 93841.49 0.00 0.000 0.000 -638981.767 7 0.00 84368.99 0.00 0.000 0.000 -574481.967 6 0.00 73822.86 0.00 0.000 0.000 -502671.721 5 0.00 63276.74 0.00 0.000 0.000 -430861.475 4 0.00 52730.62 0.00 0.000 0.000 -359051.229 3 0.00 42184.49 0.00 0.000 0.000 -287240.983 2 0.00 31638.37 0.00 0.000 0.000 -215430.738 1 0.00 48586.91 0.00 0.000 0.000 -330723.655 GF 0.00 9389.81 0.00 0.000 0.000 -49207.643
Owner: TCS Page 35 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 9 M A S S S O U R C E D A T A MASS LATERAL LUMP MASS FROM MASS ONLY AT STORIES Masses & LoaYes Yes M A S S S O U R C E L O A D S LOAD MULTIPLIER SDEAD 1.0000 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 10 D I A P H R A G M M A S S D A T A STORY DIAPHRAGM MASS-X MASS-Y MMI X-M Y-M 8-1 D1 4.224E+04 4.224E+04 6.298E+07 3172.624 -1410.790 8 D1 5.309E+04 5.309E+04 1.046E+08 3166.046 -1411.951 7 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 6 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 5 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 4 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 3 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 2 D1 5.370E+04 5.370E+04 1.071E+08 3165.822 -1412.074 1 D1 1.237E+05 1.237E+05 2.048E+08 3171.333 -1411.063 GF D1 4.691E+04 4.691E+04 8.019E+07 3162.489 -1408.685
Owner: TCS Page 36 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 11 A S S E M B L E D P O I N T M A S S E S STORY UX UY UZ RX RY RZ 8-1 4.224E+04 4.224E+04 0.000E+00 0.000E+00 0.000E+00 6.298E+07 8 5.309E+04 5.309E+04 0.000E+00 0.000E+00 0.000E+00 1.046E+08 7 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 6 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 5 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 4 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 3 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 2 5.370E+04 5.370E+04 0.000E+00 0.000E+00 0.000E+00 1.071E+08 1 1.237E+05 1.237E+05 0.000E+00 0.000E+00 0.000E+00 2.048E+08 GF 4.781E+04 4.781E+04 0.000E+00 0.000E+00 0.000E+00 8.019E+07 BASE 2.436E+03 2.436E+03 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals 5.915E+05 5.915E+05 0.000E+00 0.000E+00 0.000E+00 1.095E+09 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 12 C E N T E R S O F C U M U L A T I V E M A S S & C E N T E R S O F R I G I D I T Y STORY DIAPHRAGM /----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/ LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y 8-1 D1 4.224E+04 3172.624 -1410.790 3171.558 -1411.960 8 D1 9.533E+04 3168.961 -1411.437 3171.328 -1412.339
Owner: TCS Page 37 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
7 D1 1.490E+05 3167.830 -1411.666 3171.689 -1412.401 6 D1 2.027E+05 3167.298 -1411.774 3172.087 -1412.484 5 D1 2.564E+05 3166.989 -1411.837 3172.479 -1412.541 4 D1 3.101E+05 3166.787 -1411.878 3172.876 -1412.562 3 D1 3.638E+05 3166.645 -1411.907 3173.283 -1412.533 2 D1 4.175E+05 3166.539 -1411.929 3173.628 -1412.430 1 D1 5.412E+05 3167.635 -1411.731 3172.934 -1412.140 GF D1 5.881E+05 3167.224 -1411.488 3170.695 -1410.618 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 13 MODAL INFORMATION Modal Analysis not done. ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 14 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY MZ DEAD -5.243E-03 -1.644E-03 1.356E+07 -1.914E+10 -4.296E+10 -1.235E+01 LIVE -3.120E-03 -5.971E-04 5.935E+06 -8.376E+09 -1.878E+10 -6.140E+00 SDEAD -2.754E-03 -8.149E-04 5.589E+06 -7.889E+09 -1.770E+10 -6.351E+00 WX -4.672E+05 1.596E-03 1.475E-04 2.853E+04 -2.810E+07 -6.614E+08 WY 5.426E-02 -6.280E+05 -1.301E-04 3.734E+07 -4.688E+04 -1.985E+09 EXP -6.243E+05 -9.481E-04 2.386E-04 6.014E+04 -4.415E+07 -8.783E+08 EXN -6.243E+05 2.438E-03 2.372E-04 4.254E+04 -4.415E+07 -8.842E+08 EYP 5.363E-03 -6.243E+05 -1.265E-04 4.413E+07 -4.925E+04 -1.981E+09
Owner: TCS Page 38 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
EYN 5.316E-02 -6.243E+05 -1.242E-04 4.415E+07 -5.313E+04 -1.973E+09 WT 6.871E-05 -8.369E-06 1.309E+05 -1.835E+08 -4.191E+08 5.921E-02 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 15 S T O R Y F O R C E S STORY LOAD P VX VY T MX MY 8-1 WX 4.216E-06 -3.077E+04 2.201E-06 -4.357E+07 1.459E+02 -3.101E+05 8 WX 1.073E-05 -9.113E+04 -2.093E-06 -1.290E+08 6.749E+02 -1.231E+06 7 WX 1.679E-05 -1.496E+05 -4.894E-07 -2.118E+08 1.758E+03 -2.749E+06 6 WX 2.666E-05 -2.060E+05 -1.457E-08 -2.916E+08 3.563E+03 -4.849E+06 5 WX 3.812E-05 -2.601E+05 5.447E-07 -3.682E+08 6.241E+03 -7.513E+06 4 WX 5.114E-05 -3.116E+05 1.065E-06 -4.411E+08 9.898E+03 -1.072E+07 3 WX 6.643E-05 -3.600E+05 1.200E-06 -5.097E+08 1.448E+04 -1.444E+07 2 WX 8.093E-05 -4.049E+05 1.587E-06 -5.732E+08 1.946E+04 -1.863E+07 1 WX 1.607E-04 -4.475E+05 1.596E-03 -6.336E+08 2.527E+04 -2.328E+07 GF WX 1.475E-04 -4.672E+05 1.596E-03 -6.614E+08 2.853E+04 -2.810E+07 8-1 WY 2.347E-05 3.623E-05 -3.290E+04 -1.043E+08 3.321E+05 -1.909E+02 8 WY 2.720E-05 2.289E-05 -1.151E+05 -3.640E+08 1.495E+06 -8.588E+02 7 WY 3.126E-05 4.620E-05 -1.947E+05 -6.155E+08 3.471E+06 -2.330E+03 6 WY 3.596E-05 6.807E-05 -2.714E+05 -8.581E+08 6.237E+06 -4.941E+03 5 WY 4.107E-05 8.821E-05 -3.451E+05 -1.091E+09 9.770E+06 -8.989E+03 4 WY 4.626E-05 1.062E-04 -4.152E+05 -1.312E+09 1.404E+07 -1.472E+04 3 WY 4.586E-05 1.208E-04 -4.812E+05 -1.521E+09 1.901E+07 -2.219E+04
Owner: TCS Page 39 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
2 WY 5.138E-05 1.322E-04 -5.423E+05 -1.714E+09 2.462E+07 -3.075E+04 1 WY -1.220E-04 5.426E-02 -6.003E+05 -1.897E+09 3.087E+07 -4.105E+04 GF WY -1.301E-04 5.426E-02 -6.280E+05 -1.985E+09 3.734E+07 -4.688E+04 8-1 EXP 4.284E-06 -1.244E+05 3.482E-06 -1.749E+08 2.650E+02 -1.251E+06 8 EXP 1.637E-05 -2.183E+05 1.631E-05 -3.070E+08 1.304E+03 -3.455E+06 7 EXP 2.751E-05 -3.026E+05 1.606E-05 -4.257E+08 3.533E+03 -6.526E+06 6 EXP 4.402E-05 -3.765E+05 1.328E-05 -5.296E+08 7.272E+03 -1.036E+07 5 EXP 6.238E-05 -4.397E+05 1.147E-05 -6.187E+08 1.277E+04 -1.487E+07 4 EXP 8.235E-05 -4.925E+05 9.805E-06 -6.929E+08 2.019E+04 -1.993E+07 3 EXP 1.053E-04 -5.346E+05 8.055E-06 -7.523E+08 2.950E+04 -2.546E+07 2 EXP 1.257E-04 -5.663E+05 7.327E-06 -7.968E+08 4.045E+04 -3.132E+07 1 EXP 2.586E-04 -6.149E+05 -9.479E-04 -8.651E+08 5.287E+04 -3.772E+07 GF EXP 2.386E-04 -6.243E+05 -9.481E-04 -8.783E+08 6.014E+04 -4.415E+07 8-1 EXN 7.777E-06 -1.244E+05 3.550E-06 -1.761E+08 2.948E+02 -1.251E+06 8 EXN 2.134E-05 -2.183E+05 -4.476E-06 -3.091E+08 1.384E+03 -3.455E+06 7 EXN 3.316E-05 -3.026E+05 -1.784E-06 -4.286E+08 3.442E+03 -6.526E+06 6 EXN 5.113E-05 -3.765E+05 -8.316E-07 -5.332E+08 6.626E+03 -1.036E+07 5 EXN 7.094E-05 -4.397E+05 1.899E-07 -6.228E+08 1.106E+04 -1.487E+07 4 EXN 9.230E-05 -4.925E+05 1.123E-06 -6.975E+08 1.675E+04 -1.993E+07 3 EXN 1.161E-04 -5.346E+05 1.454E-06 -7.573E+08 2.349E+04 -2.545E+07 2 EXN 1.376E-04 -5.663E+05 2.089E-06 -8.021E+08 3.044E+04 -3.132E+07 1 EXN 2.550E-04 -6.149E+05 2.438E-03 -8.709E+08 3.827E+04 -3.772E+07 GF EXN 2.372E-04 -6.243E+05 2.438E-03 -8.842E+08 4.254E+04 -4.415E+07 8-1 EYP 4.037E-05 -9.070E-06 -1.244E+05 -3.954E+08 1.251E+06 -2.699E+02
Owner: TCS Page 40 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
8 EYP 4.783E-05 -4.673E-06 -2.183E+05 -6.931E+08 3.455E+06 -1.308E+03 7 EYP 5.447E-05 -9.629E-06 -3.026E+05 -9.608E+08 6.525E+06 -3.399E+03 6 EYP 6.294E-05 -1.439E-05 -3.765E+05 -1.195E+09 1.036E+07 -6.777E+03 5 EYP 7.167E-05 -1.810E-05 -4.397E+05 -1.396E+09 1.486E+07 -1.161E+04 4 EYP 8.012E-05 -2.063E-05 -4.925E+05 -1.563E+09 1.992E+07 -1.798E+04 3 EYP 8.077E-05 -2.269E-05 -5.346E+05 -1.697E+09 2.544E+07 -2.579E+04 2 EYP 8.857E-05 -2.368E-05 -5.663E+05 -1.797E+09 3.130E+07 -3.421E+04 1 EYP -1.207E-04 5.363E-03 -6.149E+05 -1.952E+09 3.770E+07 -4.373E+04 GF EYP -1.265E-04 5.363E-03 -6.243E+05 -1.981E+09 4.413E+07 -4.925E+04 8-1 EYN 3.569E-05 4.125E-05 -1.244E+05 -3.941E+08 1.251E+06 -2.977E+02 8 EYN 4.120E-05 2.659E-05 -2.183E+05 -6.905E+08 3.455E+06 -1.377E+03 7 EYN 4.693E-05 5.198E-05 -3.026E+05 -9.571E+08 6.525E+06 -3.556E+03 6 EYN 5.343E-05 7.534E-05 -3.765E+05 -1.190E+09 1.036E+07 -7.104E+03 5 EYN 6.022E-05 9.647E-05 -4.397E+05 -1.390E+09 1.486E+07 -1.223E+04 4 EYN 6.680E-05 1.149E-04 -4.925E+05 -1.557E+09 1.993E+07 -1.902E+04 3 EYN 6.632E-05 1.296E-04 -5.346E+05 -1.690E+09 2.545E+07 -2.741E+04 2 EYN 7.265E-05 1.409E-04 -5.663E+05 -1.790E+09 3.131E+07 -3.656E+04 1 EYN -1.154E-04 5.316E-02 -6.149E+05 -1.944E+09 3.772E+07 -4.721E+04 GF EYN -1.242E-04 5.316E-02 -6.243E+05 -1.973E+09 4.415E+07 -5.313E+04 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 16 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT 8-1 X WX 1/3713 8 X WX 1/2074
Owner: TCS Page 41 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
7 X WX 1/1421 6 X WX 1/1086 5 X WX 1/886 4 X WX 1/757 3 X WX 1/673 2 X WX 1/650 1 X WX 1/637 GF X WX 1/820 8-1 Y WY 1/3028 8 Y WY 1/1561 7 Y WY 1/989 6 Y WY 1/722 5 Y WY 1/572 4 Y WY 1/479 3 Y WY 1/417 2 Y WY 1/383 1 Y WY 1/371 GF Y WY 1/534 8-1 X EXP 1/1302 8 X EXP 1/936 7 X EXP 1/717 6 X EXP 1/592 5 X EXP 1/515 4 X EXP 1/466 3 X EXP 1/438 2 X EXP 1/443 1 X EXP 1/446 GF X EXP 1/663 8-1 X EXN 1/1256 8 X EXN 1/935 7 X EXN 1/722 6 X EXN 1/598 5 X EXN 1/522 4 X EXN 1/474 3 X EXN 1/446 2 X EXN 1/452 1 X EXN 1/457 GF X EXN 1/597 8-1 Y EYP 1/1207 8 Y EYP 1/891 7 Y EYP 1/712 6 Y EYP 1/603 5 Y EYP 1/534 4 Y EYP 1/491 3 Y EYP 1/469 2 Y EYP 1/490 1 Y EYP 1/480 GF Y EYP 1/615
Owner: TCS Page 42 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
8-1 Y EYN 1/1208 8 Y EYN 1/896 7 Y EYN 1/660 6 Y EYN 1/532 5 Y EYN 1/455 4 Y EYN 1/406 3 Y EYN 1/377 2 Y EYN 1/364 1 Y EYN 1/365 GF Y EYN 1/538 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 17 DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS STORY DIAPHRAGM LOAD UX UY RZ 8-1 D1 WX 0.0991 0.0044 0.00012 8 D1 WX 0.0968 0.0035 0.00012 7 D1 WX 0.0923 0.0032 0.00011 6 D1 WX 0.0857 0.0030 0.00010 5 D1 WX 0.0771 0.0026 0.00009 4 D1 WX 0.0664 0.0022 0.00008 3 D1 WX 0.0539 0.0017 0.00006 2 D1 WX 0.0398 0.0011 0.00005 1 D1 WX 0.0252 0.0008 0.00003 GF D1 WX 0.0102 0.0002 0.00001 8-1 D1 WY 0.0065 0.1291 -0.00049 8 D1 WY 0.0057 0.1290 -0.00049 7 D1 WY 0.0054 0.1235 -0.00048 6 D1 WY 0.0050 0.1150 -0.00046
Owner: TCS Page 43 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
5 D1 WY 0.0044 0.1037 -0.00042 4 D1 WY 0.0037 0.0897 -0.00037 3 D1 WY 0.0030 0.0732 -0.00032 2 D1 WY 0.0021 0.0545 -0.00024 1 D1 WY 0.0014 0.0340 -0.00016 GF D1 WY 0.0006 0.0145 -0.00006 8-1 D1 EXP 0.1601 0.0065 -0.00030 8 D1 EXP 0.1526 0.0082 -0.00029 7 D1 EXP 0.1427 0.0077 -0.00027 6 D1 EXP 0.1298 0.0070 -0.00025 5 D1 EXP 0.1141 0.0061 -0.00022 4 D1 EXP 0.0962 0.0052 -0.00019 3 D1 EXP 0.0764 0.0041 -0.00015 2 D1 EXP 0.0553 0.0029 -0.00011 1 D1 EXP 0.0346 0.0013 -0.00007 GF D1 EXP 0.0140 0.0007 -0.00003 8-1 D1 EXN 0.1593 0.0071 0.00023 8 D1 EXN 0.1524 0.0054 0.00021 7 D1 EXN 0.1425 0.0049 0.00020 6 D1 EXN 0.1296 0.0044 0.00018 5 D1 EXN 0.1140 0.0037 0.00016 4 D1 EXN 0.0960 0.0030 0.00013 3 D1 EXN 0.0763 0.0023 0.00011 2 D1 EXN 0.0553 0.0015 0.00008
Owner: TCS Page 44 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
1 D1 EXN 0.0345 0.0011 0.00005 GF D1 EXN 0.0138 0.0002 0.00002 8-1 D1 EYP 0.0067 0.1571 0.00016 8 D1 EYP 0.0066 0.1487 0.00015 7 D1 EYP 0.0061 0.1390 0.00012 6 D1 EYP 0.0055 0.1264 0.00010 5 D1 EYP 0.0047 0.1112 0.00008 4 D1 EYP 0.0039 0.0939 0.00006 3 D1 EYP 0.0030 0.0748 0.00004 2 D1 EYP 0.0021 0.0545 0.00002 1 D1 EYP 0.0012 0.0344 0.00002 GF D1 EYP 0.0004 0.0138 0.00001 8-1 D1 EYN 0.0078 0.1563 -0.00055 8 D1 EYN 0.0069 0.1525 -0.00054 7 D1 EYN 0.0063 0.1428 -0.00052 6 D1 EYN 0.0057 0.1300 -0.00049 5 D1 EYN 0.0049 0.1145 -0.00044 4 D1 EYN 0.0041 0.0968 -0.00039 3 D1 EYN 0.0032 0.0772 -0.00032 2 D1 EYN 0.0022 0.0563 -0.00024 1 D1 EYN 0.0014 0.0347 -0.00015 GF D1 EYN 0.0006 0.0145 -0.00006 ETABS v9.7.4 File:SALINA APPRELS LTD STRUCTURE_12-08-2014_V1 Units:lb-ft August 11, 2014 16:41 PAGE 18
Owner: TCS Page 45 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS STORY LOAD DIR MAXIMUM AVERAGE RATIO 8-1 WX X 0.1044 0.0993 1.051 8 WX X 0.1025 0.0972 1.055 7 WX X 0.0977 0.0927 1.054 6 WX X 0.0907 0.0861 1.053 5 WX X 0.0815 0.0774 1.053 4 WX X 0.0702 0.0667 1.053 3 WX X 0.0570 0.0541 1.053 2 WX X 0.0422 0.0400 1.054 1 WX X 0.0268 0.0253 1.058 GF WX X 0.0109 0.0103 1.058 8-1 WY Y 0.1555 0.1299 1.197 8 WY Y 0.1631 0.1312 1.243 7 WY Y 0.1567 0.1255 1.249 6 WY Y 0.1467 0.1169 1.255 5 WY Y 0.1330 0.1054 1.261 4 WY Y 0.1157 0.0912 1.268 3 WY Y 0.0951 0.0745 1.277 2 WY Y 0.0714 0.0555 1.287 1 WY Y 0.0457 0.0355 1.287 GF WY Y 0.0187 0.0147 1.279 8-1 EXP X 0.1726 0.1597 1.081 8 EXP X 0.1649 0.1515 1.089 7 EXP X 0.1543 0.1417 1.089 6 EXP X 0.1404 0.1288 1.090 5 EXP X 0.1235 0.1133 1.090 4 EXP X 0.1041 0.0955 1.090 3 EXP X 0.0827 0.0758 1.091 2 EXP X 0.0600 0.0549 1.092 1 EXP X 0.0374 0.0343 1.092 GF EXP X 0.0151 0.0139 1.087 8-1 EXN X 0.1693 0.1596 1.061 8 EXN X 0.1630 0.1532 1.064 7 EXN X 0.1523 0.1432 1.063 6 EXN X 0.1385 0.1303 1.063 5 EXN X 0.1218 0.1146 1.063 4 EXN X 0.1027 0.0965 1.063 3 EXN X 0.0816 0.0767 1.064 2 EXN X 0.0592 0.0555 1.065 1 EXN X 0.0371 0.0347 1.069 GF EXN X 0.0148 0.0139 1.069 8-1 EYP Y 0.1655 0.1568 1.055 8 EYP Y 0.1577 0.1481 1.065 7 EYP Y 0.1465 0.1385 1.058 6 EYP Y 0.1325 0.1260 1.052
Owner: TCS Page 46 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
5 EYP Y 0.1160 0.1109 1.045 4 EYP Y 0.0973 0.0936 1.039 3 EYP Y 0.0769 0.0746 1.031 2 EYP Y 0.0557 0.0544 1.023 1 EYP Y 0.0353 0.0342 1.030 GF EYP Y 0.0144 0.0138 1.042 8-1 EYN Y 0.1863 0.1572 1.185 8 EYN Y 0.1900 0.1549 1.227 7 EYN Y 0.1789 0.1450 1.234 6 EYN Y 0.1639 0.1320 1.241 5 EYN Y 0.1453 0.1164 1.248 4 EYN Y 0.1236 0.0984 1.256 3 EYN Y 0.0993 0.0785 1.264 2 EYN Y 0.0731 0.0573 1.274 1 EYN Y 0.0460 0.0361 1.273 GF EYN Y 0.0186 0.0147 1.265
Owner: TCS Page 47 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX B
(SOIL INVESTIGATION REPORT)
Owner: TCS Page 48 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX C
(TEST REPORTS)
Owner: TCS Page 49 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX D
(AS BUILT ARCHITECTURAL DRAWINGS OF BUILDING)
Owner: TCS Page 50 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX E
(AS BUILT STRUCTURAL DRAWINGS OF BUILDING)
Owner: TCS Page 51 of 52
Design Project DIRD COMPOSITE TEXTILES LTD, YARN STORE BUILDING Doc. No. TCS.DCT-01Consultant THE CIVIL AND STRUCTURES Rev. 01Title DEA OF 7 STORIED YARN STORE BUILDINGFOR DIRD COMPOSITE
TEXTILES LTD AT RS DAG NO 72,73,113, SHATHIABARI, DHALADIA, RAJENDRAPUR, SREEPUR, GAZIPUR
Date 04.06.2014
APPENDIX F
(LOAD PLAN DRAWINGS)
Owner: TCS Page 52 of 52