Deflection using DOUBLE-INTEGRATION Method For cantilever beams: (a) EIy' value at the free end (b) maximum EIy value (c
Posted: Sun May 08, 2022 8:42 pm
Deflection using DOUBLE-INTEGRATION Method
For cantilever beams:
(a) EIy' value at the free end
(b) maximum EIy value
(c) EIy value at the midspan
4 kN/m A с AB AV = 0 2m 1 Ev= 3m 1m 15KN 10 KN X
For cantilever beams:
(a) EIy' value at the free end
(b) maximum EIy value
(c) EIy value at the midspan
- Deflection Using Double Integration Method For Cantilever Beams A Eiy Value At The Free End B Maximum Eiy Value C 1 (56.56 KiB) Viewed 19 times