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st BS -00 3.54 +10/ +20 + 1 | 1 1 I 2.994 2.044 0-171 00249 1.497 Is 3.269 2.966 Fs 1.845 1.840 1.848 2217 2.250 1.990 2521 1.625 3.470 4 ₁070 4163 3.136 2.293 1.259 770 Rise 2-331 1.844 2.916 3.776 0.23 Fall RL too

st BS -00 3.54 +10/ +20 + 1 | 1 1 I 2.994 2.044 0-171 00249 1.497 Is 3.269 2.966 Fs 1.845 1.840 1.848 2217 2.250 1.990 2521 1.625 3.470 4 ₁070 4163 3.136 2.293 1.259 770 Rise 2-331 1.844 2.916 3.776 0.23 Fall RL too

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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Draw profile ?

note//Lengthe of each station is 10m .

St BS 0+00 3.54 0+10 0+20 1 1 1 1 I 2+50 2.994 2.044 0.171 00249 1.497 Is 3.269 2.966 1.845 1.840 Fs 1.848 2.217 2.250 1.290 2. 521 1.625 3.470 410701 4163 3.136 2-331 1.844 2.293 1.259 0.772 0.580 Rise 2.916 3.776 0.23 0.30 Fall RL Note 100. c.p C.P Cip C.P Cip
Transcribed Image Text:St BS 0+00 3.54 0+10 0+20 1 1 1 1 I 2+50 2.994 2.044 0.171 00249 1.497 Is 3.269 2.966 1.845 1.840 Fs 1.848 2.217 2.250 1.290 2. 521 1.625 3.470 410701 4163 3.136 2-331 1.844 2.293 1.259 0.772 0.580 Rise 2.916 3.776 0.23 0.30 Fall RL Note 100. c.p C.P Cip C.P Cip
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