For the following framing plan, sketch the load diagram you would use for the assigned group...

 

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For the following framing plan, sketch the load diagram you would use for the assigned group of beams. Complete the shear and moment diagram for the assigned group of beams. Keep this handout for future assignments. L V M D je 9 COL COL. 1 1 1 TIMBER FLOOR FRAMING 24' 82 BI BI 85 COL. 6 6⁰ CANTILEVER 1 1 1 * 4 - 86 Cé B COL. COL. Co 1 1 L 24' V B2 BI M BI D 85 √ COL 6' NOTE: ALL JOISTS ARE 2x6 AT 16"Q.C. SPANNING AS INDICATED ~ 1 1 1 6 CANTILEVER ASSUME JOISTS DELIVER UNIFORM LOADING TO SUPPORTING BEAMS BI-BS ARE LAMINATED TIMBER- SIMPLE SPAN BG-LAMINATED TIMBER SPAN + CANTILEVER AT EACH END. LOADING: TOTAL FLOOR LOAD= 95 P.S.F. (INCLUDES ALLOWANCE FOR BM. WEIGHT) EXTERIOR WALLS 150 FT. CON ENTIRE PERIMETER) = COL. COL. For the following framing plan, sketch the load diagram you would use for the assigned group of beams. Complete the shear and moment diagram for the assigned group of beams. Keep this handout for future assignments. L V M D je 9 COL COL. 1 1 1 TIMBER FLOOR FRAMING 24' 82 BI BI 85 COL. 6 6⁰ CANTILEVER 1 1 1 * 4 - 86 Cé B COL. COL. Co 1 1 L 24' V B2 BI M BI D 85 √ COL 6' NOTE: ALL JOISTS ARE 2x6 AT 16"Q.C. SPANNING AS INDICATED ~ 1 1 1 6 CANTILEVER ASSUME JOISTS DELIVER UNIFORM LOADING TO SUPPORTING BEAMS BI-BS ARE LAMINATED TIMBER- SIMPLE SPAN BG-LAMINATED TIMBER SPAN + CANTILEVER AT EACH END. LOADING: TOTAL FLOOR LOAD= 95 P.S.F. (INCLUDES ALLOWANCE FOR BM. WEIGHT) EXTERIOR WALLS 150 FT. CON ENTIRE PERIMETER) = COL. COL.