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STATION BS HI FS ELEVATION Sta A I: 25 501. 25 500. 06 m TP 1 l.24 500. 0l 2.48 498.干 TP 2 1· 14 497. 97 3.18 492.83 TP 3 |- 96 497. 16 2.77 495.2 TP 4 (- 50 496 ·07 2.59 494.57 TP 5 4 96 · 07 494. 45 TP Q 0.55 495.09 l:53 494. 54 TP 7 0.81 499. 58 493 17 sta B l'23 495.35

STATION BS HI FS ELEVATION Sta A I: 25 501. 25 500. 06 m TP 1 l.24 500. 0l 2.48 498.干 TP 2 1· 14 497. 97 3.18 492.83 TP 3 |- 96 497. 16 2.77 495.2 TP 4 (- 50 496 ·07 2.59 494.57 TP 5 4 96 · 07 494. 45 TP Q 0.55 495.09 l:53 494. 54 TP 7 0.81 499. 58 493 17 sta B l'23 495.35

Structural Analysis
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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STATION BS HI FS ELEVATION Sta A I: 25 501. 25 500. 06 m TP 1 l.24 500. 0l 2.48 498.77 TP 2 1· 14 497. 97 3.18 492.83 TP 3 |- 96 497. 16 2.77 495.2 TP 4 (- 50 496 ·07 2.59 494.57 4 96 • 07 494. 45 TP 5 0:55 495.09 l:53 494.54 TP Q 0.81 499.58 493· 17 TP 7 l'23 495.35 sta B
Transcribed Image Text:STATION BS HI FS ELEVATION Sta A I: 25 501. 25 500. 06 m TP 1 l.24 500. 0l 2.48 498.77 TP 2 1· 14 497. 97 3.18 492.83 TP 3 |- 96 497. 16 2.77 495.2 TP 4 (- 50 496 ·07 2.59 494.57 4 96 • 07 494. 45 TP 5 0:55 495.09 l:53 494.54 TP Q 0.81 499.58 493· 17 TP 7 l'23 495.35 sta B
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