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20kN/m 4m E = 2 *10³ kN/m² I = 1 *10-4 m4 Required: AB Answers in structures lectures: ETABS's Answers: TTB 21 2m * QAD nd I 3m 3 Oc 1:00 AB,y = 3.66 mm ; Adv = 0.33 mm AB,y = 3.681 mm; Ady = 0.31 mm| ; 0,= 0.00161 rad ;0,-0.001608 rad

20kN/m 4m E = 2 *10³ kN/m² I = 1 *10-4 m4 Required: AB Answers in structures lectures: ETABS's Answers: TTB 21 2m * QAD nd I 3m 3 Oc 1:00 AB,y = 3.66 mm ; Adv = 0.33 mm AB,y = 3.681 mm; Ady = 0.31 mm| ; 0,= 0.00161 rad ;0,-0.001608 rad

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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also Determine depth and width of the beam by Using E and I .

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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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