factory low price ASTM A325M 8S Heavy Hex Structural Bolts Export to Japan

factory low price
 ASTM A325M 8S Heavy Hex Structural Bolts Export to Japan

Short Description:

ASTM A325M 8S Metric Size Heavy Hex Structural Bolts The bolts are intended for use in structural connections. These connections are covered under the requirements of the Specification for Structural Joints Using ASTM A325 Bolts, approved by the Research Council on Structural Connections, endorsed by the American Institute of Steel Construction and by the Industrial Fastener Institute.   Dimension: ASME/ANSI B18.2.3.7M Thread Size: M12-M36 with various length Grade: ASTM A325M Type-1 Grade Ma...


Product Detail

Product Tags

Our enterprise since its inception, constantly regards product good quality as organization life, constantly improve production technology, strengthen merchandise high quality and continuously strengthen enterprise total good quality administration, in strict accordance with all the national standard ISO 9001:2000 for API Wellhead Stud Bolts , A193 B16 Threaded Rods , Hex Flange Nuts , In a word, when you choose us, you choose a perfect life. Welcome to visit our factory and welcome your order! For further inquiries, please do not hesitate to contact us.
factory low price ASTM A325M 8S Heavy Hex Structural Bolts Export to Japan Detail:

ASTM A325M 8S Metric Size Heavy Hex Structural Bolts

The bolts are intended for use in structural connections. These connections are covered under the requirements of the Specification for Structural Joints Using ASTM A325 Bolts, approved by the Research Council on Structural Connections, endorsed by the American Institute of Steel Construction and by the Industrial Fastener Institute.

 

Dimension: ASME/ANSI B18.2.3.7M

Thread Size: M12-M36 with various length

Grade: ASTM A325M Type-1

Grade Marking: A325M 8S

Finish: Black Oxide, Zinc Plating, Hot Dip Galvanized, Dacromet, and so on

Packing: Bulk about 25 kgs each carton, 36 cartons each pallet

 

Advantage: High Quality and Strict Quality Control, Competitive price,Timely delivery; Technical support, Supply Test Reports

Please feel free to contact us for more details.

 


Product detail pictures:

factory low price
 ASTM A325M 8S Heavy Hex Structural Bolts Export to Japan detail pictures


With a positive and progressive attitude to customer's curiosity, our organization repeatedly improves our products top quality to meet the wants of consumers and further focuses on safety, reliability, environmental necessities, and innovation of factory low price ASTM A325M 8S Heavy Hex Structural Bolts Export to Japan, The product will supply to all over the world, such as: Tanzania , Barcelona , Indonesia , We integrate design, manufacture and export together with more than 100 skillful workers, strict quality controlling system and experienced technology.We keep long term business relationships with wholesaler and distributors form more than 50 countries, such as USA, UK, Canada, Europe and Africa etc.



  • One bolt missing from each wheel, nice,safe and roadworthy? Thanks for that ** Motors!



    Structural analysis | Bond properties between corrosion resistant reinforcing steel and concrete.
    This research program aimed to identify differences in the bond characteristics of corrosion resistant steel bars embedded in concrete relative to standard ASTM A615 reinforcing steel.
    An experimental program was conducted where reinforcing steel bars were embedded in blocks of concrete and then pulled out while recording tensile load and bar slip
    Beam End Test Specimen Dimensions and Details:
    The typical beam end test specimen is a 24 in. by 11.25 in. by 9 in. concrete block with a reinforcing steel bar embedded as shown in Figure 11. Grouped forms were constructed out of 0.75 in. thick plywood and 2 in. x 12 in. boards, such that 1 form could hold 9 individual specimens.
    The reinforcing steel was embedded in the concrete with a bonded length, Le=4 in. The short bonded length, achieved by embedding the majority of the bar in 1 in. diameter polyvinyl chloride (PVC) pipe, was employed to encourage a pullout failure of the bar from the concrete before bar yielding.
    that preliminary tests documented in Johnson (2010) demonstrated that for Le 5 in. the steel yielded before bar pullout for the #4 bars. The experiments described in the following sections demonstrate that even with Le=4 in. that many of the #4 bars failed by yielding, an unexpected result.
    Beam End Test Frame Details:
    The beam end tests were performed with the structural loading frame
    The frame provided a self-equilibrating reaction for a 50 kip MTS tension/compression servo controlled hydraulic actuator that pulled on the test bar embedded in the beam end specimen
    The moment frame was flanked by two W21x55 beams anchored to the structure’s lab reaction floor.
    A steel C8x13.75 beam spanned between the W21x55 beams and served as the lateral compression reaction at the top of the beam end specimen
    A steel 4x4x¼ square HSS section served as the bottom lateral compression reaction. A built-up steel angle spanned between the W21x55 floor beams to provide the compression reaction across the top of each specimen
    The compression brace was anchored to the floor beams with two 1 in. diameter A325 bolts tightened to a torque of 80 lb·ft. with an impact wrench
    Relative Rib Area and Load-Slip Response:
    Although the primary focus of this study was to explore the load-slip behavior between CRR bar types, the testing results have made it clear that relative rib area is the most influential parameter affecting load-slip response
    Another important observation from this study was that stainless steel had on average a lower bond stiffness than A615 steel when comparing bars with similar relative rib areas.
    Another important observation from this study was that stainless steel had on average a lower bond stiffness than A615 steel when comparing bars with similar relative rib areas.
    Effect of Epoxy Coating on Load-Slip Response:
    The load-slip response clearly demonstrate that the Zbar epoxy coating reduces the chemical adhesion between concrete and the reinforcing steel, however the presence of epoxy does not influence the mechanical bond stiffness and bond strength when comparing A615 bars with similar relative rib areas.

    Keyword:
    Structural analysis,engineering,statics,civil,robot structural analysis,structural analysis lectures,analysis,structural,structural analysis lectures for civil engineering,civil engineering technology,civil engineering,civil engineering presentation,civil engineering thesis presentation,civil engineering lecture,Bond properties,corrosion resistant,corrosion resistant reinforcing,corrosion resistant reinforcing steel,reinforcing steel,concrete,steel,construction

    File download link : https://goo.gl/c1WxsL

    civil engineering structural | Analysis of the relative rib area of reinforcing bars pull out tests : https://www.youtube.com/watch?v=nT8zy_WHgjE

    Detail description and analysis about Foundation of civil engineering structure : https://www.youtube.com/watch?v=ePKVrqWUugc&t=4s

    Details Analysis of Concrete, Most informative video. Latest Technology Self Consolidating Concrete : https://www.youtube.com/watch?v=yhWRfXWrIE4&t=29s

    Subscribe my YouTube Channel : https://www.youtube.com/channel/UCSaRt2fK9h5TeVyItAln8WQ

    If this video is beneficial, please like and share.

    You have any question, flee free to comment, I will try my best to give your answer.

    Yours friend,
    Engr. Md. Juwel Patwary

    Related Products