Hot New Products Sliver or Tin Plated Set Screws Export to Greece
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Sliver or Tin Plated Brass Set Screws Grub Screws Metric Size: M1.4 – M52, Inch Size: 0# – 2″ Hexagon Socket(Allen), Torx Star, Square, Slotted Drive Types Flat Point, Cup Point, Cone Point, Dog Point Other Drive and Point Type are also available acc. to customer requirement Various Surface Finishes Various Material Grades are available Please feel free to contact us for more details
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Hot New Products Sliver or Tin Plated Set Screws Export to Greece Detail:
Sliver or Tin Plated Brass Set Screws Grub Screws
Metric Size: M1.4 – M52, Inch Size: 0# – 2″
Hexagon Socket(Allen), Torx Star, Square, Slotted Drive Types
Flat Point, Cup Point, Cone Point, Dog Point
Other Drive and Point Type are also available acc. to customer requirement
Various Surface Finishes
Various Material Grades are available
Please feel free to contact us for more details
Product detail pictures:
Our pros are lessen prices,dynamic sales team,specialised QC,sturdy factories,top quality services and products for Hot New Products Sliver or Tin Plated Set Screws Export to Greece, The product will supply to all over the world, such as: Cancun, Turkey, Nicaragua, We have now a good reputation for stable quality goods, well received by customers at home and abroad. Our company would be guided by the idea of Standing in Domestic Markets, Walking into International Markets. We sincerely hope that we could do business with car manufacturers, auto part buyers and the majority of colleagues both at home and abroad. We expect sincere cooperation and common development!
This video is the result of a project conducted by the University of Washington and the University of Illinois Urbana-Champaign. The research was funded by the National Science Foundation through the NEES Research Program and by the Charles Pankow Foundation. Visit https://www.youtube.com/user/NEESRWallProject for more videos or https://nees.org/groups/nees_2005_0104/wiki for additional information on the project.
This video shows the damage to reinforced concrete planar wall (rectangular cross-section) specimen PW2, tested as part of the NEESR Complex Wall Project. The specimen reached a drift of 1.5% at the top of the third floor (corresponding to a drift of 1.9% at the 10th floor (see below)) prior to fail at 1.05% drift in the opposite loading direction due to a compressive failure (extensive bar buckling and core crushing) of the left boundary element.
The image shows the bottom story (3 feet) of a 3-story 1/3 scale specimen. The wall is 10 feet long and 6 inches thick. Longitudinal reinforcement is concentrated in boundary elements and spliced in the lower half of the first floor. Lateral and overturning forces were applied to simulate the base reactions of a 10-story wall with a uniform lateral force distribution. A cyclic displacement history was applied to the walls.
The bottom center figure shows the base moment vs 3rd drift. Figures to the left and right indicate the progression of yield under compressive and tensile strains, respectively. An open circle indicates a strain gauge that reached the yield strain of the steel. A filled circle indicates a strain gauge that has reached the strain hardening strain. A triangle indicates yield stress of the steel was reached without the yield strain having been reached. The color of the marker indicates if yield of the gauge occurred first in tension (red) or compression (blue). The solid lines represent the floor levels and the dashed line indicates the top of the spliced region.
