Q1) Beams A and B are known to have the following bending moment equations (refer equations a, b respectively, i.e., equations giving Moment M in terms of x). Hence, for each of Beams A and B, use Calculus to find equation/s describing the load distribution/s (Load in terms of x). Furthermore, determine the point/s of maximum bending moment for Beam A. y Beam A Beam B la - M = 3x + 2 cos 2 Ib - M = 4 ln x +7 sin x – 3 et

Structural Analysis
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Chapter2: Loads On Structures
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Q1) Beams A and B are known to have the following bending moment equations (refer equations a, b respectively, i.e.,
equations giving Moment M in terms of x).
Hence, for each of Beams A and B, use Calculus to find equation/s describing the load distribution/s (Load in terms of
x). Furthermore, determine the point/s of maximum bending moment for Beam A.
y
Beam A
Beam B
3x
Тa- М
+ 2 cos x
2
Ib - M = 4 In x + 7 sin x –
3 e
Transcribed Image Text:Q1) Beams A and B are known to have the following bending moment equations (refer equations a, b respectively, i.e., equations giving Moment M in terms of x). Hence, for each of Beams A and B, use Calculus to find equation/s describing the load distribution/s (Load in terms of x). Furthermore, determine the point/s of maximum bending moment for Beam A. y Beam A Beam B 3x Тa- М + 2 cos x 2 Ib - M = 4 In x + 7 sin x – 3 e
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