BM 1 STA BM 1 BM 1 El.- 100.00 X 4.683 HI == Benchmark El.- 100.0 IP#1 BS Existing Building TP 1 5.812' Calculate the elevation at 'top of concrete'. TP#1 HI elevation (Not to scale.) 3.169 HI = A₂ IP#2 FS 3.94 Instrument location TP BM 2 X Final rod position Final rod positions 7-Top of concrete El. BM 2 100.00
BM 1 STA BM 1 BM 1 El.- 100.00 X 4.683 HI == Benchmark El.- 100.0 IP#1 BS Existing Building TP 1 5.812' Calculate the elevation at 'top of concrete'. TP#1 HI elevation (Not to scale.) 3.169 HI = A₂ IP#2 FS 3.94 Instrument location TP BM 2 X Final rod position Final rod positions 7-Top of concrete El. BM 2 100.00
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Complete the table please
![BM 1
STA
BM 1
BM 1
El.-100.00
X
4.683°
HI =
Benchmark
El. = 100.0'
IP#1
BS
Existing
Building
TP 1
5.812
Calculate the elevation at 'top of concrete'.
TP#1
HI
elevation
(Not to scale.)
HI =
3.169
IP#2
FS
3.94
Instrument location
TP
BM 2
:X
Final rod
position
Final rod
positions
7-Top of
concrete
El.
BM 2
100.00](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F007d2f28-0b15-4cef-98f8-cbb273656312%2Faffadefa-3f51-41c8-8e4c-fda01313cafc%2Fzekyl85_processed.jpeg&w=3840&q=75)
Transcribed Image Text:BM 1
STA
BM 1
BM 1
El.-100.00
X
4.683°
HI =
Benchmark
El. = 100.0'
IP#1
BS
Existing
Building
TP 1
5.812
Calculate the elevation at 'top of concrete'.
TP#1
HI
elevation
(Not to scale.)
HI =
3.169
IP#2
FS
3.94
Instrument location
TP
BM 2
:X
Final rod
position
Final rod
positions
7-Top of
concrete
El.
BM 2
100.00
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