Q - State how the health and safety control equipment relevant to the work should be used in accordance with the given instructions.…
11: All scaffolds and workers who use them are covered by one OSHA general industry standard.…
and masonry work on the exterior cladding of the building and hired an engineering firm,…
Interpret the given information relating to the work and resources when erecting structural carcassing components.…
Working near or within fixed or moving structures including service or high voltage equipment- Never leave machines unattended…
efficiently, to ensure equipment is clean and ready to be used, to make sure the correct…
The Health and Safety at Work Act 1974 is the primary piece of legislation covering…
* · To stop working and leave the area if you think you are in danger.…
| Evidence of reporting unfit working equipment and conditions i.e. * damaged ladders * missing scaffold parts * damaged leads * bad lighting * bad weather…
Comply with statutory requirements, safety notices and warning notices displayed within the workplace and/or on equipment.…
Before I start work, I ensure that the environment is spacious to avoid any accidents. By ensuring that the floor is dry and clear of any obstruction or material that could result to risk of an accident to both the service user and member of staff in line with Health and Safety first Aids Regulations 1987. I carry out checks on the residential areas and on the surroundings, fire checks and parked the wheelchairs and Zimmer frames in their appropriate places to avoid any accidents. I check to see that all doors and windows were locked and secured and areas are hazard free.…
During that day the pier cap collapsed causing the collapse of the launching girder, span between p-66 and p-67 piers which had already been erected and pre-stressed, and also segments of the superstructure for the span between p-67 and p-68. The pier cap (p-67) sheared from the connecting point of the pier and pier cap. The top reinforcement of the cantilever beam did not have any development into the pier itself which caused the shear itself. The launching girder has failed due to the failure of the pier cap. This failure also caused the span between piers 67 and 68 causing it to be inclined supported by the ground on one end and the pier cap on the other. With the failure of the pier cap and span between piers the crane used for lifting the launching girder also failed on July 13th 2009. Bending of the crane shows the clear sign of overloading which was caused by not analyzing the amount of stress the crane could handle. The causes of the failure are many and once one portion of the roadway failed it caused a chain reaction to the entire infrastructure collapsing. The pier (p-67) was initially designed as a leg of a portal frame between piers but then was changed to support the pier cap. The same method was used for piers p-66 and p-68. The top reinforcement was poorly engineered; the pier cap had a reinforcement of 36mm diameter and a length…
• Ensure that there is no building refuse falling or collecting on the Scaffold. Immediately clean…
Your company has been awarded a contract of developing and constructing a new International Airport 30KM away from a city. You have been appointed as Planning Engineer (Materials and Equipment). Project is to implement in phases. In Phase I, one strip of landing of 100m width is to be constructed in 100 days. The scope of work for this assignment is only as follows-…
We were asked to do an as-built of the stairway. We estimated that the time frame of the construction of the stairs is 8 days.…