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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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