structuralofengineering.blogspot.com

structural engineering

Saturday, July 11, 2015. Analysis and Design of the Fastener. Analysis and retrofitting design of the fastener group for the spreader. Bar of SM3 disassembly. Try to re-use (or to modify) the existing. Project spreader bar for SM3. Disassembly project. the capacity of the spreader bar for SM3 project is:. 94 tons with span distance L. ASME B30.20; “Below – the – Hook Lifting Devices”. ASD, AISC 9. ME – 397459. ME – 397426. MD – 397452. Slip critical connection, single shear. P = 9,400 lbs, applying load.

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Saturday, July 11, 2015. Analysis and Design of the Fastener. Analysis and retrofitting design of the fastener group for the spreader. Bar of SM3 disassembly. Try to re-use (or to modify) the existing. Project spreader bar for SM3. Disassembly project. the capacity of the spreader bar for SM3 project is:. 94 tons with span distance L. ASME B30.20; “Below – the – Hook Lifting Devices”. ASD, AISC 9. ME – 397459. ME – 397426. MD – 397452. Slip critical connection, single shear. P = 9,400 lbs, applying load.

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structural engineering | structuralofengineering.blogspot.com Reviews

https://structuralofengineering.blogspot.com

Saturday, July 11, 2015. Analysis and Design of the Fastener. Analysis and retrofitting design of the fastener group for the spreader. Bar of SM3 disassembly. Try to re-use (or to modify) the existing. Project spreader bar for SM3. Disassembly project. the capacity of the spreader bar for SM3 project is:. 94 tons with span distance L. ASME B30.20; “Below – the – Hook Lifting Devices”. ASD, AISC 9. ME – 397459. ME – 397426. MD – 397452. Slip critical connection, single shear. P = 9,400 lbs, applying load.

INTERNAL PAGES

structuralofengineering.blogspot.com

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structural engineering: November 2013

http://structuralofengineering.blogspot.com/2013_11_01_archive.html

Wednesday, November 20, 2013. General Overview - Overhead Crane Part 1. Machines that are mainly used for materials movements in construction sites, production halls, assembly lines, storage areas, power stations and similar places. Their design features vary widely according to their major operational specifications such as: type of motion of the crane structure, weight and type of the load, location of the crane, geometric features, operating regimes and environmental conditions. 17) Consider other acc...

2

structural engineering: October 2010

http://structuralofengineering.blogspot.com/2010_10_01_archive.html

Saturday, October 23, 2010. Factors To Consider When Purchasing A Crane 2010. Hello to my readers. If you own a business in one of these industries, the choice of a crane is critical for the success and efficiency of your business. So, here are some important factors that you must take into account for buying a crane. Another deciding factor to buy one of the industrial cranes is the limit of its usage. You must know how many times the crane would be used per hour or per shift. Besides, you must ...Crane...

3

structural engineering: April 2014

http://structuralofengineering.blogspot.com/2014_04_01_archive.html

Wednesday, April 23, 2014. To determine your crane duty group (according to FEM, Fédération Européene de la Manutention) you need following factors:. 1) Load spectrum (Indicates the frequency of maximum and smaller loadings during examined time. 2) Class of utilization (This is determined according to number of hoisting cycles during lifetime of crane). 3) Combining these factors is how a duty group is selected. Example of different load spectrums:. Calculate the Average Daily Operating Time. 1 L1= Crane...

4

structural engineering: CLASSIFICATION OF CRANES

http://structuralofengineering.blogspot.com/2014/03/classification-of-cranes.html

Thursday, March 6, 2014. Crane duty groups are set of classifications for defining the use of crane. There are several different. Standards where these groups are named differently. One may have heard names CMAA, FEM, ISO or HMI. They all have their own classification of duty groups but are still based on the same calculations and facts. Following is a short description of what a duty group means and what it is for. Subscribe to: Post Comments (Atom). HMI/ASME HOIST DUTY RATINGS.

5

structural engineering: February 2014

http://structuralofengineering.blogspot.com/2014_02_01_archive.html

Friday, February 21, 2014. ESSENTIAL PARAMETERS FOR SPECIFING EOT CRANES - Part 2. Hello Structural Engineering readers, how are u? Today we continued some more tips about the above topic for your further explanation. Other than addressing the last post ( see here. Parameters, some specific conditions applicable to your application must be mentioned. 1) Do you need the use of a second hoist on the bridge crane? 2) What will the operating environment be (dust, paint fumes, outdoor, etc.)? The design load ...

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structuralofengineering.blogspot.com

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Saturday, July 11, 2015. Analysis and Design of the Fastener. Analysis and retrofitting design of the fastener group for the spreader. Bar of SM3 disassembly. Try to re-use (or to modify) the existing. Project spreader bar for SM3. Disassembly project. the capacity of the spreader bar for SM3 project is:. 94 tons with span distance L. ASME B30.20; “Below – the – Hook Lifting Devices”. ASD, AISC 9. ME – 397459. ME – 397426. MD – 397452. Slip critical connection, single shear. P = 9,400 lbs, applying load.

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