Question

For the following framing plan, sketch the load diagram you would use for the Bó group ofbeams. Compfete the shear and moment diagram for the B6 group of beams TIMBER FLOOR FRAMIWG eot. caL cot. BI caL OTE: Au oSTS ARE 2x6 AT . SPANNING AS INDICATED- ASSUME JaISTS DELIVER UNIPORM LOADING TO SUPPORTING BEAMS DI BS ARE LAMINATED TIMBER- SIMPLE SPAN -LAMINATED TIMBER-SPA CANTILEVER AT EACH END ADING: TOTAL FOOR LOAD - 75 RSF (INeLUpes ALOUANCE FOR BM.wE) ExTEzioz WALS2o0Fr. (oN ENTILE PERIMETER)

Answer 1

lsg to loa2.yt (on is entiu pouiroles 0ate: Remember we are measuring tron fount Tf you lole at ta plan closely, equatre blocks ron earn end t ち the B6 beam, whech an loeatia where yeur colunns shouid he located there are tvo black Small at am eadh end. has blael pounts ae Reachion Posca dyas ia oe hal exact Py Note: Due ta , you ot 般50 bb Shear foree, F -215x Lb Stear