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- & (4(724.3)-480] ADe= EI [160 (2) 480 EI 'DC 2417.2 kN.m EI 2417.2 = 0.01476 m 70(2340) 14.76 mm T Jse the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m ffffff C- B D -5 m- El = constant E = 70 GPa I = 2,340 (106) mm4 -5 m- -4 m- %3D 390/EI A

- & (4(724.3)-480] ADe= EI [160 (2) 480 EI 'DC 2417.2 kN.m EI 2417.2 = 0.01476 m 70(2340) 14.76 mm T Jse the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m ffffff C- B D -5 m- El = constant E = 70 GPa I = 2,340 (106) mm4 -5 m- -4 m- %3D 390/EI A

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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Əs = 0.00245 rad 4 ADe= €r [l60 (3] 480 EI EI Ape= E[4(724.3) - 480] DO 2417.2 kN.m EI 2417.2 70(2340) = 0.01476m A = 14.76 mm↑ Use the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m В D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 390/EI 3.82 ft 120/EI * Diagram (km) EI E I -Tangent at D ADC A DAC I -Tangent at C
Transcribed Image Text:Əs = 0.00245 rad 4 ADe= €r [l60 (3] 480 EI EI Ape= E[4(724.3) - 480] DO 2417.2 kN.m EI 2417.2 70(2340) = 0.01476m A = 14.76 mm↑ Use the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m В D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 390/EI 3.82 ft 120/EI * Diagram (km) EI E I -Tangent at D ADC A DAC I -Tangent at C
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