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RA 0.8536 kg 8.3653N 8.4933N 1.5071% Trial 3 0.9430 kg 9.2414N 9.1467N 1.0353% Ry 0.8 kg at C & Ikg load 7.70T 9.1467 (T) at E Bottom Chord 15.8166% 0.9239 (C) 8.4933 (C) Web 10.77C 16.6576% Top Chord 7.94C 6.3145%

RA 0.8536 kg 8.3653N 8.4933N 1.5071% Trial 3 0.9430 kg 9.2414N 9.1467N 1.0353% Ry 0.8 kg at C & Ikg load 7.70T 9.1467 (T) at E Bottom Chord 15.8166% 0.9239 (C) 8.4933 (C) Web 10.77C 16.6576% Top Chord 7.94C 6.3145%

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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how to get the value of web in the computed values, the answer is in the table . can you please show the solution on how to get the answer

RA 0.8536 kg 8.3653N 8.4933N 1.5071% Trial 3 Ry 0.9430 kg 9.2414N 9.1467N 1.0353% 0.8 kg at C & Ikg load 7.70T 9.1467 (T) Bottom Chord 15.8166% at E 0.77C 7:940 0.9239 (C) 8.4933 (C) 16.6576% 63145% Web Top Chord
Transcribed Image Text:RA 0.8536 kg 8.3653N 8.4933N 1.5071% Trial 3 Ry 0.9430 kg 9.2414N 9.1467N 1.0353% 0.8 kg at C & Ikg load 7.70T 9.1467 (T) Bottom Chord 15.8166% at E 0.77C 7:940 0.9239 (C) 8.4933 (C) 16.6576% 63145% Web Top Chord
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Transcribed Image Text:B A C E F
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