. A treatise on architecture & building construction volume VII: tables and formulas . Greatest Deflectionin Inches. •6EI AH EI 27 LEI 3 JVIJ322 EI 192 EI For overhang: Between supports:Wa (r_2 a\* W J? SEI 5 IVL* mEi §0 TABLES AND FORMULAS. 25 DEFLECTION OF BEAMS— Continued. Description. Both endsfixed, loaduniformly dis-tributed. One end fixed,load distribu-ted, increasinguniformly to-wards the fixedends. Both endssupported, loaddistributed, in-creasing u n iformly towardsthe center. Both endssupported, loaddistributed, de-creasing u n iformly towardsthe center. Both endssupported, loadincre
. A treatise on architecture & building construction volume VII: tables and formulas . Greatest Deflectionin Inches. •6EI AH EI 27 LEI 3 JVIJ322 EI 192 EI For overhang: Between supports:Wa (r_2 a\* W J? SEI 5 IVL* mEi §0 TABLES AND FORMULAS. 25 DEFLECTION OF BEAMS— Continued. Description. Both endsfixed, loaduniformly dis-tributed. One end fixed,load distribu-ted, increasinguniformly to-wards the fixedends. Both endssupported, loaddistributed, in-creasing u n iformly towardsthe center. Both endssupported, loaddistributed, de-creasing u n iformly towardsthe center. Both endssupported, loadincreasing uni-formly towardsone end. Mode of in Inches. Loads in Pounds.
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Keywords: ., bookcentury1800, bookdecade1890, booksubje, booksubjectdivision26
