STEEL BEAM-COLUMN SELECTION TABLES (supplement to AISC Manual Part 6) ..... 125 Table 6-A. Available Strength for Members Subject to Axial, Shear, Flexure and Combined Forces— W-Shapes ( F y = 65 ksi) ................................................................................................................. 125
Jan 6, 2005 · Figures 1 through 32 provide a series of shear and moment diagrams with accompanying formulas for design of beams under various static loading conditions. Western Wood Products Association.
BEAM Shear Moment BEAM Shear Moment FIXED AT ONE END, SUPPORTED AT OTHER— CONCENTRATED LOAD AT CENTER Total Equiv. Uniform Load — max. 15. M max. 16. M max. 17. BEAM Shear 21131 FIXED AT BOTH ENDS—UNIFORMLY LOADS Total Equiv. Uniform Load DISTRIBUTED 2wz w 12 12 24 — (61x — 12 384El wx2 24El 3P1 5P1 32 5Px 16 lixN M …
BEAM Shear Moment BEAM Shear Moment FIXED AT ONE END, SUPPORTED AT OTHER— CONCENTRATED LOAD AT CENTER 15. 16. M max. 17. BEAM Shear .21131 FIXED AT BOTH ENDS—UNIFORMLY LOADS Total Equiv. Uniform Load DISTRIBUTED 2w1 w 12 12 w 12 24 = — (61x— 12 w 14 384El wx2 24El 6x2) Total Equiv. Uniform Load R2 = max. M max. at fixed …
Beam Deflection Tables - MechaniCalc
The tables below give equations for the deflection, slope, shear, and moment along straight beams for different end conditions and loadings. You can find comprehensive tables in references such as Gere, Lindeburg, and Shigley. However, the tables below cover most of …
Table D, Beam Sizes Live Load, psf Beam Span: B2 (ft) Table D, Girder Sizes Live Load, psf Beam Span, B2 (ft) 5. Table E to E45 Design Criteria - Dead Load includes system self weight (slab + steel) - Superimposed dead load = 25 psf (partitions + MEP) - Loads are uniformly distributed over bay area
Tables 4-189 to 4-206 These pages of the AISC Manual give reactions, deflections, and shears for various loading and support conditions. These are extremely handy and concise guide for beam design.
Select a Metwood beam to carry 400 PLF live load + 400 PLF dead load loor loading, spanning 20’, with a Live Load Delection of L/360. Adding 400 PLF Live Load and 400 PLF Dead Load gives a total load of 800 PLF.
The Beam Load Tables for rectangular Hollow Structural Sections (HSS) on the following pages list the total uniformly distributed factored loads (UDL) for beams in strong-axis bending.
3-218 DESIGN OF FLEXURAL MEMBERS Table 3-23 (continued) Shears, Moments and Deflections 15. BEAM FIXED AT BOTH ENDS - UNIFORMLY DISTRIBUTED LOADS
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