udlbeam11
DESCRIPTION
UDL OF BEAMTRANSCRIPT
279528436.xlsPage 1 UDLBEAM 11Created by Vlad Levine , Levine Engineering [email protected] coefcients from indicated loads to equivalent !LLoading schemeCaseSPAN La cDeflec. coeffLoading coeffCREATE !" #LA LE#$%E&$%E" '2 9588 3436 o() '41 on lengt" #c# on dist #a# from support1 3.2 5 ' 5 1 1 3.2 3.22 4 9 2 5 '.771 '.8'2 3.'83 3.213 1 8 3 4 '.657 '.7'3 '.657 '.7'34 '.5 1' 2 5 '.7'4 '.743 '.352 '.3715 '.4 1' 2 8 '.9'7 '.922 '.363 '.369 6 7 1' x x '.5'1 '.512 '.35 '.3587 3 1' x x '.5'1 '.512 '.15 '.1548 1 8 x x '.5'1 '.512'.'63 '.'649 4 8 x x '.5'1 '.512 '.25 '.2561' 2 1' x x '.5'1 '.512 '.1 '.1'211 3 1' x x '.64 '.667 '.192 '.212 1 8 x x '.64 '.667 '.'8 '.'8313 4 8 x x '.64 '.667 '.32 '.33414 3 1' x x '.64 '.667 '.192 '.2$ingle $pan beam %it" & at dist #a# from support15 5 9 5 4 1.574 1.975 '.874 1.'9716 5 1' 3 7 1.256 1.68 '.628 '.8417 1 1' 3 7 1.256 1.68 '.126 '.16818 1 1' 4 6 1.513 1.92 '.151 '.19219 2 1' 3 7 1.256 1.68 '.251 '.3362' 1 1' 4 6 1.513 1.92 '.151 '.192Co*+(igh,) All (igh,s (ese(-edwo kN/m or P kN w eqv def kN/mw eqv load kN/m$ingle $pan beam %it" !L'%o$ingle $pan beam %it" !L from ( )L*side+ to %o ),*side+$ingle $pan beam %it" !L from ( )L-,*side+ to %o )middle+a cLw0VL R VLL V0 wVRRwL VL V0VRLa VLP