qr code with logo c# LRFD Design Methods for Deck Slab Design in Software

Create UPC - 13 in Software LRFD Design Methods for Deck Slab Design

687 LRFD Design Methods for Deck Slab Design
EAN 13 Creation In None
Using Barcode creator for Software Control to generate, create EAN / UCC - 13 image in Software applications.
Scanning EAN-13 Supplement 5 In None
Using Barcode recognizer for Software Control to read, scan read, scan image in Software applications.
Use Mathcad or spreadsheets to program equations, load, and resistance factors to comply with AASHTO LRFD code (refer to 7) The following steps are provided for ready reference Prior to developing a software or for solving the equations using hand calculations, equations need to be checked against the latest version of applicable AASHTO LRFD Speci cations or LRFR Manual
GTIN - 13 Creation In C#
Using Barcode generator for .NET framework Control to generate, create EAN13 image in .NET applications.
EAN13 Encoder In .NET
Using Barcode encoder for ASP.NET Control to generate, create EAN / UCC - 13 image in ASP.NET applications.
SECTION 2
EAN-13 Supplement 5 Creation In VS .NET
Using Barcode creator for .NET framework Control to generate, create GS1 - 13 image in .NET applications.
EAN / UCC - 13 Generator In VB.NET
Using Barcode maker for .NET Control to generate, create UPC - 13 image in .NET applications.
STRENGTHENING AND REPAIR WORK
UPC A Printer In None
Using Barcode printer for Software Control to generate, create Universal Product Code version A image in Software applications.
Data Matrix ECC200 Printer In None
Using Barcode maker for Software Control to generate, create Data Matrix 2d barcode image in Software applications.
Analysis: Main reinforcement perpendicular to traf c Analyze as a strip of unit width continuous over beam anges Deck thickness: It is based on live load de ection control, which is a function of girder spacing, s/h 20 where s is girder spacing, h min (s 3000) / 30 175 (Table A25263-1) Structural depth 7 in (for thinner slabs and wide girder spacing, transverse prestressing may be used to prevent crack formation) Dead load moments: Dead load bending moments can be evaluated by the moment distribution method, stiffness matrix method, or by coef cients given in handbook Highest positive and negative moments are in end spans of a continuous deck and less in middle spans The greater the number of beams, the higher the redundancy Equal spacing of girders is assumed Transverse dead load bending moments, for repeated beams, M max wL2/8 For four beams, M max wL2 /10 and wL2/10 00744 wL2 wL2/12 and
Make EAN13 In None
Using Barcode printer for Software Control to generate, create EAN 13 image in Software applications.
Making GS1-128 In None
Using Barcode maker for Software Control to generate, create UCC-128 image in Software applications.
For ve or more beams (use in uence lines at 04 L of 1st span), M Adjust for overhang moment For scond span, M wl2/2 01141wL2
Bar Code Creator In None
Using Barcode maker for Software Control to generate, create barcode image in Software applications.
Code 39 Full ASCII Creator In None
Using Barcode creator for Software Control to generate, create Code 39 image in Software applications.
00471wL2 and
Encode Royal Mail Barcode In None
Using Barcode printer for Software Control to generate, create British Royal Mail 4-State Customer Barcode image in Software applications.
Generating EAN-13 Supplement 5 In None
Using Barcode generator for Office Excel Control to generate, create EAN / UCC - 13 image in Excel applications.
For analysis, external actions due to load must balance internal actions: M Hence Mu As Mn As fy (d a /2); a As fy / 085 fc b
EAN128 Creator In .NET Framework
Using Barcode creator for Reporting Service Control to generate, create UCC.EAN - 128 image in Reporting Service applications.
EAN / UCC - 14 Maker In Java
Using Barcode maker for Android Control to generate, create GS1 128 image in Android applications.
(Mu/ ) / fy jd)
EAN / UCC - 13 Encoder In VB.NET
Using Barcode creator for .NET framework Control to generate, create UPC - 13 image in VS .NET applications.
Code-128 Drawer In Visual C#.NET
Using Barcode generator for VS .NET Control to generate, create ANSI/AIM Code 128 image in .NET framework applications.
For Design, Mn Mu Note: Sign ( ) is to ensure minimum requirements and results in higher overall safety factor for the bridge Check for shear V Check ductility: a 0 is not required 035 d 003 fc /fy (57332)
Data Matrix 2d Barcode Creation In None
Using Barcode maker for Font Control to generate, create DataMatrix image in Font applications.
Printing Barcode In None
Using Barcode drawer for Online Control to generate, create bar code image in Online applications.
Minimum reinforcement 12 Mcr Mcr Mu Mu or 133 fr I/(y t) MDC MDW 24 fc MLL
M (factored moments)
Rupture stress fr
Maximum spacing s max Distribution reinforcement
450 mm or 15 h (51032) 3840/ Se % (9732) and (9723)
where Se is the effective span length 220/ s As c / de 67 percent (bottom distribution bars) 011Ag / fy (top distribution reinforcement) 042 (57331-1)
Maximum reinforcement:
APPLICATIONS OF BRIDGE DESIGN AND RATING METHODS
Figure 67 Stress-strain diagram for concrete
Shrinkage and temperature reinforcement: Temp As 075 Ag / fy (51082) Minimum cover is 10 based on Table 51231 or state code requirements Crack control: fs Z / (dcA) 033 06 fy (5734) Z 23000 N/mm, d 50 mm Service I limit state Unfactored moment to calculate tensile stress in reinforcement M MDC MDW MLL I n Es / Ec, Es 200000 Mpa (5432) Ec 0043 c fc (5424) Overhang design: Design as nonredundant member Cantilever span 6 ft (36134) or 065 girder spacing Distance to face of barrier 3 ft (46221) Minimum edge depth 8 in for overhang supporting parapets or deck mounted posts 12 in for side mounted posts Live loads: Equivalent live load 10 kip/ft located 10 ft from face of railing Strength I limit state for HL-93 loads Extreme event II for collision from vehicles Negative moments at fascia girders from parapet loads have bene cial effects of reducing positive moments in deck continuous spans Since extreme state collision moment is distributed over 5 to 10 ft width of deck, it is generally smaller than deck negative moment Due to small cantilever span, strength I overhang moment deck negative moments Cantilever design does not control the deck design Overhang slab is usually cast composite with the parapet by placing U- or ell-shaped rebars from overhang slab inside the barrier Overhang thickness is increased for extreme cases of collision of parapet or railing In such cases, overhang will not crack,and parapet or railing can be made sacri cial (A1342)
Copyright © OnBarcode.com . All rights reserved.