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BEAM DIAGRAMS AND FORMULAS - Engineering …

beam DIAGRAMS AND FORMULAS 3-2 13 Table 3-23 Shears, Moments and Deflections 1. SIM PLE beam -UNIFORMLY DISTRIBUTED LOAD Total Equiv. U nlform Load .. = wl wl R~ V .. ='2 V, .. =w(i-xJ w12 M,., (81 CMte~ .. =a .. ='!!f-Q- N) swr' (at oente~ .. ~ 384 ~I .. =~3-21x".x") 2. SIMPLE beam -LOAD INCREASING UNIFORMLY TO ONE END Tolal Equiv. Uniform load .. ~ '6~ . 9v3 R, = v, .. =T 2W R,-V, a v_ .. 3 V, .. =~-wx' 3 12 ( atx-~= ) .. = !j} M, .. = !!!=..(/ -x") a12 (at X= IJ1-Jfi ) .. w:, .. = ,80w;112 ~x' -1orx".)

BEAM DIAGRAMS AND FORMULAS Table 3-23 (continued) Shears, Moments and Deflections 13. BEAM FIXED AT ONE END, SUPPORTED AT OTHER-CONCENTRATED LOAD AT CENTER

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