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floor-beam-girder connection plates

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Published: 01 January 2002
Fig. 21 Cracking in floor-beam-girder connection plates. (a) Cracks in the outside web surface. (b) Cracks from the inside web surface More
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0001821
EISBN: 978-1-62708-180-1
... plates, multiple-girder diaphragm connection plate, and tied-arch floor beams. bridge distortion fatigue strength floor-beam-girder connection plates multiple-girder diaphragm connection plate tied-arch floor beams welds FROM 1960 TO 1986, a number of localized failures developed...
Series: ASM Handbook
Volume: 21
Publisher: ASM International
Published: 01 January 2001
DOI: 10.31399/asm.hb.v21.a0003482
EISBN: 978-1-62708-195-5
... conducted ( Ref 10 , 11 , and 12 ) and is being used extensively in the field. The method has found the most applicability in the flexural strengthening of beams and girders through the addition of composite reinforcing strips/plates to the lower surface of beams, or around the entire web area to provide...
Series: ASM Handbook
Volume: 6A
Publisher: ASM International
Published: 31 October 2011
DOI: 10.31399/asm.hb.v06a.a0005580
EISBN: 978-1-62708-174-0
... at intersections, as commonly required with riveted assembly. Because welded lattice joists were used, piping could be concealed between floors. The building was 18 by 36 m (60 by 119 ft) and four stories high. The 115 tons of steel required was estimated to be 15% less than required for a riveted design. A factor...
Series: ASM Handbook
Volume: 6
Publisher: ASM International
Published: 01 January 1993
DOI: 10.31399/asm.hb.v06.a0001403
EISBN: 978-1-62708-173-3
... systems, and sheet metal. Material properties and welding processes that may be significant in meeting design goals are also described. aerospace systems automobiles buildings and bridges damage tolerance durability fabricability gas metal arc welding joinability joining laser beam welding...
Book Chapter

By Eugene Shapiro
Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003268
EISBN: 978-1-62708-176-4
... (girder and beam) sections, and other specific product forms are not covered in this article. However, descriptions of these test methods can be found in the ASTM standards. Bending Ductility Tests Bending ductility tests determine the smallest radius around which a specimen can be bent without...
Series: ASM Handbook
Volume: 5B
Publisher: ASM International
Published: 30 September 2015
DOI: 10.31399/asm.hb.v05b.a0006026
EISBN: 978-1-62708-172-6
... bolted connections of steel beams, girders, and other structural members using connection plates and gusset plates of various sizes and configurations. High-strength bolts are used to secure the connections. The holes in the steel members and the gusset plates are larger than the bolt shaft (typically...
Series: ASM Handbook
Volume: 13C
Publisher: ASM International
Published: 01 January 2006
DOI: 10.31399/asm.hb.v13c.a0004215
EISBN: 978-1-62708-184-9
... deformation present shall be measured. Earthing/(grounding) arrangements Manway closure supporting davits Vessel access stairs and platforms, associated bolting, and safety chains/bars Floor plates, ladder rungs, and steps are not worn or corroded; safety hoops are in place and intact. Data...
Series: ASM Handbook
Volume: 13C
Publisher: ASM International
Published: 01 January 2006
DOI: 10.31399/asm.hb.v13c.a0004168
EISBN: 978-1-62708-184-9
... of embedded steel. Fig. 3 Influence of water-cement (w/c) ratio on effective pore diameter The average size of the capillary pores is but one structural factor that influences the reactant transport of a given concrete. Three other factors are porosity, tortuosity, and connectivity. Porosity...
Book: Casting
Series: ASM Handbook
Volume: 15
Publisher: ASM International
Published: 01 December 2008
DOI: 10.31399/asm.hb.v15.a0009020
EISBN: 978-1-62708-187-0
..., such as I-beams, rectangular bars, angles, channels, and tubes. These shapes, which are simple and constant over their length, have area moments of inertia that are easy to calculate or are available in handbooks. Consequently, stress and deflection calculations are relatively easy. Fabricated designs...
Series: ASM Handbook
Volume: 5B
Publisher: ASM International
Published: 30 September 2015
DOI: 10.31399/asm.hb.v05b.a0006061
EISBN: 978-1-62708-172-6
... shutdown. The painting work needs to be coordinated with other structure rehabilitation work and other construction trades. Surface preparation and painting often is required for faying surfaces of replacement steel members or on the upper surfaces of beams that are to be cast in concrete. These kinds...
Series: ASM Desk Editions
Publisher: ASM International
Published: 01 December 1998
DOI: 10.31399/asm.hb.mhde2.9781627081993
EISBN: 978-1-62708-199-3