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K Cranes LTD.

Sunday, 2 May 2010. Saturday, 1 May 2010. Overall I am not pleased with the outcome of this project; it could have been a lot better. The lack of commitment of certain individuals caused a major setback to the project. The quality of the crane could have been improved in many aspects. This was a disappointing project and if I were to do it again, I would do things a lot differently. Thursday, 22 April 2010. As according to the calculations, the total volume of HSLA steel. Tuesday, 20 April 2010. Volume o...

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K Cranes LTD. | k-cranes.blogspot.com Reviews

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Sunday, 2 May 2010. Saturday, 1 May 2010. Overall I am not pleased with the outcome of this project; it could have been a lot better. The lack of commitment of certain individuals caused a major setback to the project. The quality of the crane could have been improved in many aspects. This was a disappointing project and if I were to do it again, I would do things a lot differently. Thursday, 22 April 2010. As according to the calculations, the total volume of HSLA steel. Tuesday, 20 April 2010. Volume o...

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1 k cranes ltd

2 experience

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4 no comments

5 conclusion

6 varinder singh

7 costs

8 richard

9 labels i value

10 maximum deflection

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K Cranes LTD. | k-cranes.blogspot.com Reviews

https://k-cranes.blogspot.com

Sunday, 2 May 2010. Saturday, 1 May 2010. Overall I am not pleased with the outcome of this project; it could have been a lot better. The lack of commitment of certain individuals caused a major setback to the project. The quality of the crane could have been improved in many aspects. This was a disappointing project and if I were to do it again, I would do things a lot differently. Thursday, 22 April 2010. As according to the calculations, the total volume of HSLA steel. Tuesday, 20 April 2010. Volume o...

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k-cranes.blogspot.com

1

K Cranes LTD.: May 2010

http://k-cranes.blogspot.com/2010_05_01_archive.html

Sunday, 2 May 2010. Saturday, 1 May 2010. Overall I am not pleased with the outcome of this project; it could have been a lot better. The lack of commitment of certain individuals caused a major setback to the project. The quality of the crane could have been improved in many aspects. This was a disappointing project and if I were to do it again, I would do things a lot differently. Subscribe to: Posts (Atom).

2

K Cranes LTD.: March 2010

http://k-cranes.blogspot.com/2010_03_01_archive.html

Tuesday, 30 March 2010. Reasons For Using HSLA Steel. Reason for Using HSLA. HSLA steels contain additions such as zirconium, calcium, or rare-earth elements for sulfide-inclusion shape control. Additions of elements such as copper, silicon, nickel, chromium, and phosphorus can improve atmospheric corrosion resistance of these alloys. High-strength low-alloy (HSLA) steel is a type of alloy steel that provides better mechanical properties or greater resistance to corrosion than carbon steel. HSLA steels a...

3

K Cranes LTD.: Main Beam Further Calculations

http://k-cranes.blogspot.com/2010/04/main-beam-further-calculations.html

Wednesday, 14 April 2010. Main Beam Further Calculations. These calculations provide different values of I by using different dimensions for the cross-section. Subscribe to: Post Comments (Atom). Total Volume of Steel Used. Main Beam Final Calculations. Weight of Main Beam. Main Beam Further Calculations.

4

K Cranes LTD.: Weight of Main Beam

http://k-cranes.blogspot.com/2010/04/weight-of-main-beam.html

Wednesday, 14 April 2010. Weight of Main Beam. An estimated weight of 105.3kg is established for our main beam. We consider this to be a weight that can be carried by multiple people over 100m and carried by vehicle. A further consideration is that the ends of the beam could be made smaller as shown in the diagram at the top of the picture. As most of the stress and weight is centred in the middle of the beam, the ends wouldn't need to be as thick and weight of the beam could be minimised in this way.

5

K Cranes LTD.: Main Beam Final Calculations

http://k-cranes.blogspot.com/2010/04/main-beam-final-calculations.html

Wednesday, 14 April 2010. Main Beam Final Calculations. These calculations show the final dimensions for the main beam cross section that we settled on. The I value is finalised and the maximum stress and maximum deflection are calculated to be comfortably below the threshold that we decided. Subscribe to: Post Comments (Atom). Total Volume of Steel Used. Main Beam Final Calculations. Weight of Main Beam. Main Beam Further Calculations.

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Sunday, 2 May 2010. Saturday, 1 May 2010. Overall I am not pleased with the outcome of this project; it could have been a lot better. The lack of commitment of certain individuals caused a major setback to the project. The quality of the crane could have been improved in many aspects. This was a disappointing project and if I were to do it again, I would do things a lot differently. Thursday, 22 April 2010. As according to the calculations, the total volume of HSLA steel. Tuesday, 20 April 2010. Volume o...

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