Thesis (B.S.)--University of Illinois, 1904.Ms

Allen, Arthur William

Glassco, Paul Bond

English

IDEALS @ Illinois

Value of concrete for reinforcing steel I beams

Illinois Digital Environment for Access to Learning and Scholarship Repository

Glassco & AllenValue of Concrete forReinforcino- steel I Beams'Arch. Engineering\ 9 4„ „•OinviKSlTTOFiri- . I.IBKARV^ ^* <fc^'^*^, ^ ^ * ** * * * * * '*.•* * * * ** ^ ^ ^ ^^-^fc^ ^ >^UNIVERSITY OF ILLINOISLIBRARYBOOK CLASS VOLUME^: ^ ^ ii-^ ^ ^ ^^ 4^ ^^ >^''^'^^^-^''yfe'^^ ^ * ^ ^ .^ % 4/ ' ^^^ ^ ^* ^^*-f-I* ^* * I*K-4 --^4.---v4/,.4h^--4^:--^l^:-:,-^ 4^'-4 4^-4,. tP* 'T* ^':-1:4-^^.-^--i^- : l,;^;^ ,-_ i^/ 4--';,;-4''4^'--.-4--' ;* '::4f^v:'.^4-:- ''..ih. 4 ^ 1^ 4 * 1^ ^ ife 4^- #.4 .,-4- -, 4. - . . 4^4^" "4;4--..'."4^'i*. "^fv- ^iftDigitized by the Internet Archivein 2013http://archive.org/details/valueofconcretefOOglasVALUE OF CONCRETEFORREINFORCING STEEL 1 BEAMS.BY.Paul Bond GlasscoandArthur William AllenTHESIS FOR THE DEGREE OF BACHELOR OF SCIENCEIN ARCHITECTURAL ENGINEERINGCOLLEGE OF ENGINEERINGUNIVERSITY OF ILLINOISPRESENTED JUNE, 1904UNIVERSITY OF ILl, INOISMay 27, 1904 190THIS IS TO CERTIFY THAT THE THESIS PREPARED UNDER MT SUPERVISION BYAB3;HIJR WILL IAM....ALLEN and PAUL BQim OLASSC QENTITLED VALUE. OF. OOH.C.RETE F.O.R REIMFQRCING S.T.EEL..I BEAMSIS APPROVED BY ME AS FULFILLING THIS PART OF THE REQUIREMENTS FOR THE DEGREEOF Baciielor. of.Science in Arc.h.ltectural Engine.ering ,HEAD OF DEPARTMENT OF ArCllitieCt^^66158/y^^^^^ ^^/^^^/^^^^.'O^U^^l^-v^ yO^yU^^y' .^/^^^^ ^ <^ >8 ^y'e^^'^^<:X^C.^ yKS'^j-a/yClyi^^^^Zz^^^Ci^^/^^^^^^^i^~z>iL^ ^(p^^!^^:?^^^^^-£<^4-20000Deflect/on D/agransBean Ho. 1. Tiol^: 3^^lociding wcfs kept ohrkfor J5 hours. A ^tli^ /ocuGf/hqgaye a £^ef/ect/'on of H-^S " fora foacf of /SOOOfThe pti'monent^et Fromfir^f loQolinq^ wcfs neglectedone/ the c/etlect/orrs forsubsequent foaolin^3were reQd from u.Naked Beam.Concreted Beam 1^loadfnj, |^Concreted Beam 2^ loading.QMCrIB\171J6II14-iiISijIZ1//\lOOOOJGCN£ DICTZQEN CO.,CJ,^_£)ef/ection^ , tmt^tJ^^^s. of certer ofbealn. :.2 ,3 .4- .6'AJ-T'fCc/RVE ShoWIHG DEFLECTION UNDERCotiTiNUou5 Load,<><J57^636^60-\\4-Oef/ecT/ons ih handrec^eths of/hches atfhirc^poirit^.-^4 i^S ffc r¥7 ^8 >^o >^JQ^- ITDEFLECriOM D/AGRANSBeam flo.HitiOTE'- A fhii^ol and foutth loadihq^each gave practicol/y ^ame resulfit75 did the second. Fourth loadingvraa kept oil J3 hour5.onficiked Beam.Concreted Beam, loading.Concreated 5eom, loading.Deflections in tenths pf inches atcenter of ioeam.:^oooo"'m18/716/J12.II10000*3-12 «-4^.5Wcoo^^^^ ^<f:^2,-^^ ^^z//•r"y^Xyu<~o^ /3^^-c^-i^t^<^ ^^y^^x^ X^^<z^2-^-^^2'<^^^,.^^^c^z^^^ ^^<:.ycyz^^^e,.^^^-^cx^yDeflection D/aorahsSEAM l-io.mCrushed stone coHcrele.^3irfioTB: A th/'rc^ loadih^ ^ci\^e results idetntlcolwith these of The second,'iTfif i ri'Naked jbeam.ConcreTecf beam, 1^ loacffn^.ConcreTed beam, £ loading.Deflections )ti tenths ofinches eftcenter cffheoM.J«3 ^1/3^^^^^Deflection DiagramsBEAM No. IirGravel concrete.Naked Beam^^^Concreted Bearn loQc/in^.ConcretedBeam /oQdi'n^.19IS171615-/412,//(X looooSi,I''2<i 6-^3^ QefJections jn tenthsj^Upche5 dTceHter- ofbeamJGtNE DIETZGEN CO., CHI'J ,2- -3 .v5- ,e:7A cCJ ' - »• \./o^^--^-^-tL-'i^^ ,^€:l-^'i^^:><^..---^^^^^^^^^^^^IA ORAWeflectioNBEAM ho. VCitider cohicrele.Naked heo/m.Concreted ^eam joadit7jf.Concreted beam loadity.Cotncreteoi b-c .a^L^&^ k ^^'^'^Deflection iri tenths of inches atfenter of lpe,Qn%,0IET2GEN CO., CHICAGO.— -—o J .Z. '3 .-f .«r ,6ZOOOOf/&If/€15-14/5/£//. too00^52iioP^O\//yi^L^^^^^^ /^^Le^^-t^^^^:Z,yiXyi2...-^T-2^ ^^^^^^^^^^.^i>^^^ ^^^^^--^^ ^^pc^^ ^i^^12,0000Reflection D/agrah^3"-Z-/7.7S^ ^PAn I4-'-'0"'3EAM Mo.YIOra ve- / Conorete,iHakec/beam.Concreteol beam 1^ looditncj.Conereled beam /oaG/inj.19IB171613/Z%^lOOOOv.2Deflections In Tenths ofinches at center ofbeam.:NE DliTZOEN CO., CHICAGO. ^ j, j.— ^O ./ .2. .5 -fh .6V7Z.^OC^t'^l^ y?^^:t^^^^L^ yCe^^Tyi^^^e^ ^,€L^t^^ o-LX_^ ^^^:>i^mDEFLELC-TIOH D/AGRAM3S"-1~I7.7S^ SPAN /4--0"BEAM no. im.Ct(/5hed ^ToMC coyjcrefe./3IB1716IS-o J .z. .3 ff- .s ,eOi^^iU^^/3 V////J^^^C^yL^lyt^ /CL-^^y^^^-^ yC€^'Z^'<-^^^^CL^-z^^::^ ^^^^^^szT^^^^^^^^^-|i|-M1DeflectIon DiagramsBeAH Ho, YnzCrushed stone concrete..tioTE-' /i th/rc^ IoQ(pfm^^ai^e rcsuitspr(^ci'/'c(::f//j/ fhe -same asthe ^ecotnct. uxmx^^^^^^,Concretedbeam, loGd/ri^.Concretedjbean?^ 2.^^ la^d/ri^.Concretea ^-'et^m,.-^2.0000161716/5/2//.lOOOO:i 6De^PJections in Tetif/is/dtcenter ofheom.%\1 r. .o/fZ-'S^-J^.-OiXL-^ci?^ ^yC^^^L^d^^i-C' .,..,'^^<z.?-2.<>2^;^2-^-i-^^ ^..-C-^c^-ii^..^..^i::^^^C^c^^y^(~yLy^^^ ^ ^ - ^>^^^^^^^ j^^r^ ^^^^^^z^^^^^^t ^ ^"1* >^ >K-p'f ^ ^ ^+ ^4^ ^% ^ ^ ^ ^> ^ ^^ ,-^^- ^* ^ *f ^4* 4- ^ 3*^ iK ^f. * ^ ^ 4, ' ^ ' -fc lt ^If ^ > if^-,, • IPs,/>K» ^ ^^ ri- ^* ^ i« ^< 4^ i" *^^ ijk 11^- ^ , 1^ 1^ , ,^4.. ^. i^. \ ^'^ t t ^ ' 1.^:^ 4>^ •^-f, >^ ^ t--^ ^ 4 4 4 4I'^ 1 „ t „ * 1^ ,,,,,, f;,,^^,/f;;;f;:>^ ..,-f-:..-^f1^am4'^ '-^ ^ # ^ ^^* >f -4.

Ms.Thesis (B.S.)--University of Illinois, 1904.Mode of access: Internet

Glassco, Paul Bond.

Allen, Arthur William.

University of Michigan Library Repository

Value of concrete for reinforcing steel I beams /

https://www.ideals.illinois.edu/bitstream/handle/2142/54426/valueofconcretef00glas.pdf?sequence=2

Value of concrete for reinforcing steel I beams

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