5.23 A unique relation between bending moment (M) and intensity of load (w) acting continuously on a beam of span (L) at a distance (x) along the axis (The flexural rigidity of beam is EI) is given by (a) M = WL² 8 (c) M = EI d²w dx² (b) w= (d) M= d²M dx² WL² 12
5.23 A unique relation between bending moment (M) and intensity of load (w) acting continuously on a beam of span (L) at a distance (x) along the axis (The flexural rigidity of beam is EI) is given by (a) M = WL² 8 (c) M = EI d²w dx² (b) w= (d) M= d²M dx² WL² 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:5.23 A unique relation between bending moment (M)
and intensity of load (w) acting continuously on a
beam of span (L) at a distance (x) along the axis
(The flexural rigidity of beam is EI) is given by
(a) M
WL²
8
(c) M = EI-
= Eld²w
(b) w =
(d) M=
d²M
dx²
WL²
12
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