Q6. A cantilever beam of span 10 m is carrying UDL 10 kN/m for entire span. Calculate (a) Shear force at free end (b) Shear force at 5 m from free end (c) Shear force at 6 m from free end (d) Shear force at supports (e) Bending moment at free end (f) Bending moment at 5 m from free end (g) Bending moment at 6 m from free end (h) Bending moment at supports (i) Deflection at free end G) Deflection at 5 m from free end (k) Deflection at 6 m from free end (1) Deflection at supports (m) Slope at free end (n) Slope at 5 m from free end (o) Slope at 6 m from free end (p) Slope at supports

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q6. A cantilever beam of span 10 m is carrying UDL 10 kN/m for entire span.
Calculate
(a) Shear force at free end
(b) Shear force at 5 m from free end
(c) Shear force at 6 m from free end
(d) Shear force at supports
(e) Bending moment at free end
(f) Bending moment at 5 m from free end
(g) Bending moment at 6 m from free end
(h) Bending moment at supports
(i) Deflection at free end
(i) Deflection at 5 m from free end
(k) Deflection at 6 m from free end
(1) Deflection at supports
(m) Slope at free end
(n) Slope at 5 m from free end
(o) Slope at 6 m from free end
(p) Slope at supports
Transcribed Image Text:Q6. A cantilever beam of span 10 m is carrying UDL 10 kN/m for entire span. Calculate (a) Shear force at free end (b) Shear force at 5 m from free end (c) Shear force at 6 m from free end (d) Shear force at supports (e) Bending moment at free end (f) Bending moment at 5 m from free end (g) Bending moment at 6 m from free end (h) Bending moment at supports (i) Deflection at free end (i) Deflection at 5 m from free end (k) Deflection at 6 m from free end (1) Deflection at supports (m) Slope at free end (n) Slope at 5 m from free end (o) Slope at 6 m from free end (p) Slope at supports
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