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. 20 kNm A 3 m B 90 kN/m ↓↓↓ 5 m 25 kNm + 2 m D
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. 20 kNm A 3 m B 90 kN/m ↓↓↓ 5 m 25 kNm + 2 m D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa232d2b3-6d5c-4e54-bd1d-7dc092ceaeca%2F54c8c08c-05a8-479b-8059-d702dc7e2c24%2F5wa573_processed.png&w=3840&q=75)
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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