Q1. Figure Q1 shows a statically determinate overhanging beam. The beam is subjected to a triangular load from A to B, uniformly distributed load from B to D and moments acting at A and C. (a) Calculate the support reactions at B and C. (b) Construct the shear force diagram and bending moment diagram. Indicate all the important values on both diagrams. (c) Determine the distance, d from point B such that bending moment, M for equals to zero. 20 kNm A 3 m B 90 kN/m 5 m 25 kNm DHH. Oc + 2 m D span BC

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Chapter2: Loads On Structures
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Q1. Figure Q1 shows a statically determinate overhanging beam. The beam is subjected to a
triangular load from A to B, uniformly distributed load from B to D and moments acting
at A and C.
(a)
Calculate the support reactions at B and C.
(b) Construct the shear force diagram and bending moment diagram. Indicate all the
important values on both diagrams.
(c) Determine the distance, d from point B such that bending moment, M for span BC
equals to zero.
(
A
20 kNm
|
3 m
B
+
90 kN/m
5 m
FIGURE Q1
25 kNm
Ос
+
2 m
D
Transcribed Image Text:Q1. Figure Q1 shows a statically determinate overhanging beam. The beam is subjected to a triangular load from A to B, uniformly distributed load from B to D and moments acting at A and C. (a) Calculate the support reactions at B and C. (b) Construct the shear force diagram and bending moment diagram. Indicate all the important values on both diagrams. (c) Determine the distance, d from point B such that bending moment, M for span BC equals to zero. ( A 20 kNm | 3 m B + 90 kN/m 5 m FIGURE Q1 25 kNm Ос + 2 m D
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