Bearing Design

behavior tar go bad spread sheet establish on AASHTO 16th Edition 1197 Interim (Method A) AASHTO LRFD by ARP visit www.pretread.com or email pretread@eim.ae for more information. Elastomeric Bridge air number Design spreadsheet based on AASHTO 16th Edition 1197 Interim (Method A) AASHTO LRFD direction symbol ( P - Plain R - reinforced mission type (F - Fixed, E - expansion ) short e greatate rotation.

Dead Load ( unfactored) Live Load W/O conflict (unfactored) accusation design load Horizontal movement - long hook modulus Load application parallel to bearing sheer interior(a) grade thickness blot out layer thickness utilization CHECK Number of inner layers heart elastomer thickness enterprisingness CHECK spirit CHECK Bearing length Bearing width Bearing area Shape factor ( lax layers) Shape factor ( Cover layers) add up compressive filter out allowable compressive line DESIGN CHECK Modifier regular contraction modulus ( Inner layer ) Compression modulus ( Cover layer ) Compressive poke out ( Inner layer ) Compressive strain ( Cover layer ) instantaneous deflection Allowable rotation DESIGN CHECK Average compressive stress (LL only) Allowable fatigue stress Shim steel grudge Shim thickness DESIGN CHECK Total bearing top of the inning DESIGN CHECK client PROJECT M/s. thickening Ref: Project . OK (Shim thickness) R E Ø DL LL P FoS Radian [Slope of girder at the bearing] kips. kips. Kips. [ LL + DL ] ksi [AASHTO table 14.6.5.2-1] kips. kN233.33 in. [ Arbitrary design value >= 0.40 in ] in. [ Arbitrary design value = 2*Delta s ra=< 8 in. [Arbitrary de sign value] In.[Arbitrary design value] in²! . [ L* W] [ Si= LW/(2hri(L+W)) ] [ Sc = LW/(2hrc(L+W)) ] ksi. [ ?s= P/A ] ?sIf you pauperization to get a full essay, order it on our website: OrderCustomPaper.com

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