E ELEV. A DETERMINE UNIFORM GROOs Nexoso CALCULATE INVERT EIGVATIONS AT STATION INTERVALS. #ELEV. A ELEV. B = DIFFERENCE IN ELEVATION OR DROP STA, ELEY. ASTA. EIGV. B = LENGTH OF SEGMENT * SLOPE = # ELEY. BED ELEVA 1/4+0000 + 10700.00 GRADE: (- X.XXXX) (100) = -xxxxx% xx.xxxx SLORE DISTANCE STA. 10+00.00 EVER. DIFFERENCE HIGH SIDE of, Rips IN HORIZONTAL DISTANCE ✓) (GRADE) = AMOUNT of Drop Ar OR INTERVAL) INTERVAL ie (25F) (GRADS %) = PROP AT 25' INTERNAL (SO/FT.) (GRADE %) = PROP AT 50' INTERNAL FLEEV. B STA 14+00.co Low Side of PIPE OR WHATEVER DETERMINE UNIFORM GRADE NEEDSO TERMINE UN -CALC INVERT ELEVATIONS AT STATION INTERNALS INTERNAL NEƉ050 (25, 100', 50', ETC.) STA. INV. ELEV = STA 10+00.00 FEEL. AG = 13+00:00 EL = 50.00' 10+50.00 EL= 13+50.00 EL= 11+00.co 14+00:00 EL= # ELEV B = 11+50,0 EL= 12+00.00 EL = 12+ 50.00 EL =
E ELEV. A DETERMINE UNIFORM GROOs Nexoso CALCULATE INVERT EIGVATIONS AT STATION INTERVALS. #ELEV. A ELEV. B = DIFFERENCE IN ELEVATION OR DROP STA, ELEY. ASTA. EIGV. B = LENGTH OF SEGMENT * SLOPE = # ELEY. BED ELEVA 1/4+0000 + 10700.00 GRADE: (- X.XXXX) (100) = -xxxxx% xx.xxxx SLORE DISTANCE STA. 10+00.00 EVER. DIFFERENCE HIGH SIDE of, Rips IN HORIZONTAL DISTANCE ✓) (GRADE) = AMOUNT of Drop Ar OR INTERVAL) INTERVAL ie (25F) (GRADS %) = PROP AT 25' INTERNAL (SO/FT.) (GRADE %) = PROP AT 50' INTERNAL FLEEV. B STA 14+00.co Low Side of PIPE OR WHATEVER DETERMINE UNIFORM GRADE NEEDSO TERMINE UN -CALC INVERT ELEVATIONS AT STATION INTERNALS INTERNAL NEƉ050 (25, 100', 50', ETC.) STA. INV. ELEV = STA 10+00.00 FEEL. AG = 13+00:00 EL = 50.00' 10+50.00 EL= 13+50.00 EL= 11+00.co 14+00:00 EL= # ELEV B = 11+50,0 EL= 12+00.00 EL = 12+ 50.00 EL =
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
Related questions
Question
Uniform Grade of Pipe
Station of Point A is 9+50.00. Elevation Point A = 250.75.
Station of Point B is 13+75.00. Elevation Point B = 244.10
Station of Point B is 13+75.00. Elevation Point B = 244.10
1) Calculate flowline of pipe elevations at every 50 ft. interval (Half Station).
2) Tabulate station and elevation for each station like shown on example
3) Draw Sketch
Transcribed Image Text:E ELEV. A
DETERMINE UNIFORM GROOs Nexoso
CALCULATE INVERT EIGVATIONS AT STATION
INTERVALS.
#ELEV. A ELEV. B = DIFFERENCE IN ELEVATION OR DROP
STA, ELEY. ASTA. EIGV. B = LENGTH OF SEGMENT
* SLOPE = # ELEY. BED ELEVA
1/4+0000 + 10700.00
GRADE: (- X.XXXX) (100) = -xxxxx%
xx.xxxx
SLORE
DISTANCE
STA. 10+00.00 EVER. DIFFERENCE
HIGH SIDE of,
Rips
IN
HORIZONTAL DISTANCE
✓) (GRADE) = AMOUNT of Drop Ar
OR INTERVAL)
INTERVAL
ie (25F) (GRADS %) = PROP AT 25' INTERNAL
(SO/FT.) (GRADE %) = PROP AT 50' INTERNAL
FLEEV. B
STA 14+00.co
Low Side of PIPE
Transcribed Image Text:OR WHATEVER
DETERMINE UNIFORM GRADE NEEDSO
TERMINE UN
-CALC INVERT ELEVATIONS AT STATION INTERNALS
INTERNAL NEƉ050 (25, 100', 50', ETC.)
STA.
INV. ELEV =
STA
10+00.00
FEEL. AG =
13+00:00
EL =
50.00'
10+50.00
EL=
13+50.00
EL=
11+00.co
14+00:00
EL=
#
ELEV B =
11+50,0 EL=
12+00.00
EL
=
12+ 50.00 EL =
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