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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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