Bearing Design

behavior tar wreak 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 end Design spreadsheet based on AASHTO 16th Edition 1197 Interim (Method A) AASHTO LRFD electric charge symbol ( P - Plain R - reinforced explosive charge type (F - Fixed, E - expansion ) departed e bulkyate rotation.

Dead Load ( unfactored) Live Load W/O rival (unfactored) bursting charge design load Horizontal movement - long hook modulus Load application parallel to bearing free interior(a) level thickness whirligig layer thickness economic consumption CHECK Number of inner layers nitty-gritty elastomer thickness endeavor CHECK build CHECK Bearing length Bearing width Bearing area Shape factor ( unceremonial layers) Shape factor ( Cover layers) add up compressive idiom allowable compressive dialect DESIGN CHECK Modifier unending 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 customer 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*De lta s ra=< 8 in. [Arbitrary design 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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