ocr: Project Item Window Configuration Miscellaneous ITEM 1 PROJECT TEXT ITEM 3: BEAM LOADINGS - 31 The examples in this file are taken Beam: Example page 258 from the book Design of Wood Structu by Donald E. Breyer Load name Loading Start pub. McGraw Hill 1993 ISBN 4-07-00767 U UDL 1200 1 Maximum B.M. = 21.60 kip-ft at 6.00 f Maximum S.F. = 7.20 kip at R1 ITEM 2: BEAM LOADINGS 2 LJE - ITEM 4: BEAM LOADINGS 4=LTI= Beam: Example page 254 Beam: Example page 261 Load name Loading Start Load name Loading Start - Roof dead 14 X 16/12 0 U - All load 250 0 U Roof live 20 X 16/12 0 Maximum B.M. = 12.50 kip ...
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