25 kN m B 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E
Posted: Wed May 04, 2022 8:55 am
DEFLECTIONS IN BEAMS USING AREA-MOMENT METHOD
Given the beam, determine the following:
(a) location of the maximum deflection from left end of beam
(b) maximum EIy value
(c) EIy value at the midspan
25 kN m B 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E
Given the beam, determine the following:
(a) location of the maximum deflection from left end of beam
(b) maximum EIy value
(c) EIy value at the midspan
25 kN m B 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E