The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed load acting on part CD and a moment 4.5 kNm applied at E. The separate parts AC and CG are pin connected at Cand the beam is supported at G with a fixed support and at A with a weightless vertical link that is pin-connected. 6 kN 3.6 kN/m B I (m) 2.5 8 9 10 4.5 kNm
The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed load acting on part CD and a moment 4.5 kNm applied at E. The separate parts AC and CG are pin connected at Cand the beam is supported at G with a fixed support and at A with a weightless vertical link that is pin-connected. 6 kN 3.6 kN/m B I (m) 2.5 8 9 10 4.5 kNm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular
distributed load acting on part CD and a moment 4.5 kNm applied at E. The separate parts
AC and CG are pin connected at C'and the beam is supported at G with a fixed support and
at A with a weightless vertical link that is pin-connected.
6 kN
3.6 kN/m
A
B
EG
r (m)
2.5
5
8
10
4.5 kNm
(a)
Calculate all the support reactions on beam AG. Interpret your calculated reactions on
the beam by indicating these reactions on a separate free body diagram of the beam.
(b)
Draw the shear force and bending moment diagrams for beam AG. Calculate all local
maxima and minima, zeros and points where the diagrams change shape, and show these
values and points on the diagrams. All relevant calculations must be shown.
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