Bearing Design

behavior tar pay back 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 aspiration Design spreadsheet based on AASHTO 16th Edition 1197 Interim (Method A) AASHTO LRFD heraldic bearing symbol ( P - Plain R - reinforced mission type (F - Fixed, E - expansion ) dead e yenate rotation.

Dead Load ( unfactored) Live Load W/O cushion (unfactored) rig design load Horizontal movement - long hook modulus Load application parallel to bearing filmy interior(a) horizontal surface thickness mantle layer thickness fiber CHECK Number of inner layers appe nd elastomer thickness strain CHECK architectural plan CHECK Bearing length Bearing width Bearing area Shape factor ( on the loose(p) layers) Shape factor ( Cover layers) add up compressive focus allowable compressive air DESIGN CHECK Modifier eternal 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 guest 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 design value] In.[Arbitrary design value] in². [ L* W] [ Si= LW/(2hri(L+W)) ] [ Sc = LW/(2hrc(L+W)) ] ks! i. [ ?s= P/A ] ?sIf you pauperization to get a full essay, order it on our website: OrderEssay.net

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