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Show ~ if> (t ~ ~ if> if> -. ~ (1) ct BRG ABUT ct #1 94'-,,3'8" 1 BRG ABUT #2 if> .::if> 1 (1) P- OUT-TO - OUT OF GIRDER r FLANGES STUD SPACING • ,I ~I" 1 ' ~I 1 I~ 24' -2 11'16" " 71 SPA AT 12" w-,' 1 If. t 7"x1'-811 '8 7'8" X 1 > W a: ·I:~ .. s-- 7'16" X 2' -6" --t ED ALL (TYP '5 WEBS) -~ l ' -11" WEB If. ~ ~ t 1 3,..- X l' '$7 -1 1 " BEARING STIFFENER-. PLATE It S's" x 8" (TYP BOTH ENDS) j..---GRAFFITTI COVER OUTSIDE r-----------OF EXTERIOR ; GIRDERS ONLY (TYP) If. 1 " ..- X l ' -11" ~ SEE "STEEL ~ DETAILS" SHEET ~I ~I ~I "~I'\ ~I ::::: '" o o o "- CX) "- '" I'- o (TYP) TOP & BOTT • H DIAPHRAGM STIFFENER OR BEARING STIFFENER 5'16" I. ct BRG 10 ABUT #1 BEARING STIFFENER EOUAL SPACES (TYP ALL GIRDERS) CAMBER 0 IAGRAM INTERMEDIATE DIAPHRAGM STIFFENER BRG ABUT '1 #2 ct w.- ~ ,Eff DEFLECTION AT THE TENTH POINTS ALONG THE GIRDER . THE FABRICATOR IS RESPONSIBLE FOR CORRECTIONS TO GIRDER CAMBER BASED ON GRADE AND CROSS SLOPE. 2. CAMBER ORDINATES ARE SHOWN IN FEET . ~ STIFFENER DETAIL 2. BEARING STIFFENERS ARE ON BOTH SIDES OF WEB ON ALL GIRDERS. SEE "FRAMING PLAN" SHEET FOR LOCATIONS. 3. FOR STUD DETAILS AND SPLICE DETAILS. SEE "STEEL DETAILS" SHEET. 4. FOR WELDING DETAILS AND SPECIFICATIONS. SEE "STEEL DETAILS" SHEET. 5 . PERFORM CHARPY V-NOTCH TOUGHNESS TESTS ON ALL WEB. AND BOTTOM FLANGE PLATES (SERVICE TEMPERATURE ZONE 2) INDICATED BY ED' 6. ALL DIMENSIONS SHOWN ARE HORIZONTAL. ADJUST LENGTHS USED IN FABRICATION TO TAKE VERTICAL GRADE INSTALL BEARING STIFFENERS SUCH THAT THEY ARE PLUMB AFTER DEAD LOAD IS APPLIED. z ~ to (1) ~ o ~ ~ .g Z~~ o Vl .. a: t-0(I W .... u an. ~"'I- ~t- ~ (1) if> N ~ o n.'" >, ~ ..: 5 5 an &ojW i~~1:1 ~~~~. a:: I/) ~ 'III ~ 1!5 ;'~.l § a.. w CI ~I~ ~~ I ~A ~~g Cl:u s~ a:: w > U z: < ~ a:: §i a:: z: a:: w CD a:: > a:: a:: I.LI W ~ 11::;' t~ra ..,.., V') ...J ~ ~ W CI v U) U) o o I a:: a:: w lL. W 0 > a:: a:: CD 0 I.LI CD • I.LI a:: > C) U) U) o.D o.D V') I.LI <.:> I a:: I a:: V'I t- u'" ...... a~ g:z MORGAN GIRDERS 2 lHRU 7 TOTAL DEAD LOAD ~ i '" ;;; OUI/) >t- ACCOUNT. u 3 ::J NOTES 8. GIRDERS 1 &8 >-lL.=O ~ INTO z ~ ~I ~I ~I ;1 81;1 •> ~ 7. PLACE ALL STIFFENERS VERTICAL AND NORMAL TO THE WEB. TOTALDEADLOAD-L~~~-=~~~~~~~~-L~~~-=~~~~~~~~~~~~-=~~~~~ ~ , STIFFENERS AND ALL OTHER STEEL. 1. CAMBER ORDINATE IS FOR THE DL + SUPERIMPOSED DEAD LOAD ~ u u u a::SI/) 1. USE GRADE 50 STRUCTURAL STEE L FOR GIRDER WEBS AND FLANGES. USE GRADE 36 STEEL MINIMUM FOR BEARING. NOTES ~ u z ~ ~c .( ~ ~ u Z:z:~ tt- ~ 1££,£,£'£,£'£'£ \STRAIGHT LINE ~I ~I ~I ~ a:: o a.. '1::j ~I ~I ~I z W :#:# 5'16" o .... n z ~ "- ~ S· o V') 0 ~ c ~ 1 ~ P' ~ I TI TI TI ~ §' =-. o GIRDER ELEVATION II TI TI '1::j @ ~ DIAPHRAGM STIFFNER It 8" X I,z" (TYP) SEE "FRAMING PLAN" SHEET FOR SPACING If. 1 "4" x III II It 7'8" x 1' - 8'" '-8" ~INT. 1---- a L 9 F. 71'-0" ~ (1) III Z 15 SPA AT 8 " ' ".,::.~.,~ ~ I 24' -2 11 '16" 46' -6" O ~ 1 .' ~ 93' - 5 3,s" ~' COUNTY C-969 ORG . NO. SHT. 11oF25 ~ P' :=t.> (1) .... ~ o .... n '1::j an (1) if> ~ |
