udlbeam11

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document.xls Page 1 UDLBEAM 11 Created by Vlad Levine , Levine Engineering [email protected] Transfering coefficients from indicated loads to equivalent UDL Loading scheme Case SPAN L a c Deflec. coeff Loading coeff on length 'c' on dist 'a' from support 1 3.2 5 0 5 1 1 3.2 3.2 2 4 9 2 5 0.771 0.802 3.083 3.21 3 1 8 3 4 0.657 0.703 0.657 0.703 4 0.5 10 2 5 0.704 0.743 0.352 0.371 5 0.4 10 2 8 0.907 0.922 0.363 0.369 6 7 10 x x 0.501 0.512 0.35 0.358 7 3 10 x x 0.501 0.512 0.15 0.154 8 1 8 x x 0.501 0.512 0.063 0.064 9 4 8 x x 0.501 0.512 0.25 0.256 10 2 10 x x 0.501 0.512 0.1 0.102 11 3 10 x x 0.64 0.667 0.192 0.2 12 1 8 x x 0.64 0.667 0.08 0.083 13 4 8 x x 0.64 0.667 0.32 0.334 14 3 10 x x 0.64 0.667 0.192 0.2 Single Span beam with P at dist 'a' from support 15 5 9 5 4 1.574 1.975 0.874 1.097 16 5 10 3 7 1.256 1.68 0.628 0.84 17 1 10 3 7 1.256 1.68 0.126 0.168 18 1 10 4 6 1.513 1.92 0.151 0.192 19 2 10 3 7 1.256 1.68 0.251 0.336 20 1 10 4 6 1.513 1.92 0.151 0.192 Copyright: All rights reserved wo kN/m or P kN w eqv def kN/m w eqv load kN/m Single Span beam with UDL=wo Single Span beam with DL from 0 (L/side) to wo (R/side) Single Span beam with DL from 0 (L&R/side) to wo (middle) a c L wVV L V w VVL a VP

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UDL OF BEAM

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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