Example: A k E = 2*10³ kN/m² I = 1 *10-4 m4 20 kN/m 4m Required: AB Ο 21 * 2m C * QAD nswers in structures lectures: Ag, 3.66 mm ↓ ETABS's Answers: Asy-3.681 mm H 3m 3 Oc ↑:00- ; Adv - 0.33 mm ; 0, -0.00161 rad ; Ady-0.31 mm; 0,-0.001608 rad

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.9P
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Example:
20 kN/m
дв
4m
21
k
E = 2 *10³ kN/m²
I = 1 *10-4 m4
Required: AB Q AD
2
с
Answers in structures lectures: AB,v = 3.66 mm
id
ETABS's Answers :
AB,v = 3.681 mm
I
3m
10KN
(3) Oc
; Ad,v = 0.33 mm
; Adv = 0.31 mm
↑
; 0,= 0.00161 rad
; 0,= 0.001608 rad
Transcribed Image Text:Example: 20 kN/m дв 4m 21 k E = 2 *10³ kN/m² I = 1 *10-4 m4 Required: AB Q AD 2 с Answers in structures lectures: AB,v = 3.66 mm id ETABS's Answers : AB,v = 3.681 mm I 3m 10KN (3) Oc ; Ad,v = 0.33 mm ; Adv = 0.31 mm ↑ ; 0,= 0.00161 rad ; 0,= 0.001608 rad
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