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...


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

Extracted 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

Jun 11, 2022
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