CEDAR 5.3 5ER'?Pkw??||||||||||||||D#hQ@K~3@@5@[("@(@Ob@5@@5@?cm9RFߑ??'$#########D#L#T#\#d#l#t#|###########4#4#<##,####4#<#D#L#$#v@,# 8:m&@1@Q4a0@}"@4@a1+@QMoment of Inertia =p= (@>+@W#:Z@%p= (@>-@QLoad Distance =p= (@>-@K#4@&p= (@>/@Qe =p= (@>/@T#@'p= (@>)@Q Deflection =p= (@>)@#9@*# 8dkg/cm^2??p= )@>/@[@?110.00 kg/cm^2p= )@>/@ \#<# 110 kg/cm^2 material4#5M_@, # 8@dp= )@>-@@?4.50 cmp= )@>-@ \#<#{load_distance}.value distance4#[M@-0 8@dp= )@>+@>,߬"@@9.4564 cm^4p= )@>+@ \#{section}.Ixxmoment<#M@/@ 8Fdmm??p= )@>)@??0.584 mmp= )@>)@ \$#C{load}.value*{distance}.value^3/(3*{material}.value*{section}.Ixx)actualR#9D@0@3@@A##@3@I,#'@1 @3@@B @3@>#@4@3@C## ,@6:m*@1@?,|dmm??$@1@?4.000000 mm#$@1@>#dyA?@4@@D#4#"y@@?0@@Click on CD to open it Click on D to select it Click another point the position of the load will move The deflection will be recalculated?0@<#D@A@7@@GClick on the load cell Enter new load Deflection will be recalculated,@7@D#@C-@6@@Click on the hole Click on the radius constraint Enter a new a hole size The section will be updated The moment ofinertia will be updated The deflection will be recalculated.-@6@L#@D*@(@@GClick on the deflection cell The Formula bar will show the calculation*@(@ #,#bT# \.B@\.B\.2r܋@??l#?,####,#d#l#t#|#@#aaa016#0 4.5 0.58402024090715 1 4.5 0.58402024090715 2 4.5 0.58402024090715 3 4.5 0.58402024090715 4.5 0.58402024090715 5 4.5 0.58402024090715 040056257949736 2 0.00018335134655856 UB@h)F@mH@:m&@v4@:m-@q^0@   sectiu9@ ?4@ @@??"@?$@?4@@1@i&@|?3@ @3@?3@ @3@i9u9@|@4@@1@@4@@1@^u9u@|@4@?4@?4@^9@|@1@?1@?1@Su@|?4@?1@9u9@ O####'W??'bb1-({Cell59}.value)*200100008##d#Y-;position.position=choose(aa(),2,random(4,7),2.7,3.6,7)# -position@####@ xx4.120'########D#L#T#\#d#l#t#|####$########4#4#<##,####4#<#D#L#Arial"Arial"Arial"Arial "Arial$"# Metric (CGS)"<#4#####4#$#