Beximco Apparels Limited and Crescent Fashion &...
Transcript of Beximco Apparels Limited and Crescent Fashion &...
Beximco Apparels Limited andCrescent Fashion & Design Limited
Beximco Industrial Park, Sarabo, Kashimpur, Gazipur, Bangladesh(23.978705, 90.269616)
6 April 2014
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Observation
3 Observation
Higher Stress Columns in Two Locations
4 Observation
Typical Building Plan
Outline calculations indicate two column lines which have higher stress levels than the typical columns.
Drawings indicate columns on typical floors.
Bays next to columns recommended loading at 2.0kPa maximum. Engineer to confirm loads.
5 Observation
Additional Steel Beams Beside RC Beams
6 Observation
Typical Building Plan.
Exact reason for use unclear. Engineer to review and provide comment on the requirement of steel
7 Observation
Missing Columns At 4th Floor Level(Level 5 on site)
8 Observation
The red circled columns are missing only at 4th
floor level and continue from 3rd floor to foundation.
Drawings indicate columns on typical floors. Engineer to review and determine if required for top level.
Typical Building Plan
9 Observation
Absence of Lateral Stability System in Dining Shed (Shed 2)
10 Observation
Shed 2: Dining Room
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Priority Actions
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Problems Observed
ITEM 1: Higher stress columns in two locationsITEM 2: Additional steel beams beside RC beamsITEM 3: Missing columns at 4th floor level (Level 5 on site)ITEM 4: Absence of lateral stability system in dining shed (Shed 2)
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Item No. Observation Recommended Action Plan Recommended Timeline
1Higher stress columns in two
locationsFactory Engineer to review design, loads, and column stresses in area identified above
6-weeks
2Higher stress columns in two
locationsVerify insitu concrete stresses by 100mm dia. cores from four (4) columns.
6-weeks
3Higher stress columns in two
locations
Bays next to critical columns shall not be loaded greater than 2.0kPa. Any heavy loading shall be removed from bays.
6-weeks
4Higher stress columns in two
locations
Produce and actively manage for all floor plates within the factory giving consideration to floor capacity and column capacity.
6-months
5Additional steel beams
beside RC beamsEngineer to submit design calculations for new and altered structural elements, including connection designs.
6-weeks
6Additional steel beams
beside RC beamsBuilding engineer to check, collect information, and produce accurate and complete as-built documentation.
6-months
7Missing columns at 4th floor
level (Level 5 on site)Building Engineer to check column locations in the main building structural drawings
6-months
8Missing columns at 4th floor
level (Level 5 on site)
Building engineer to check, collect information and produce accurate and complete as-built documentation as required.
6-months
9Absence of lateral stability
system in dining shed (Shed 2)
Building engineer to review the load plans, design and calculations for the structure to ensure that lateral stability has been considered.
6-months