2. Determine the smallest moment of inertia required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length. 60 KN 300 kN - m A B L = 10 m El= constant E = 200 GPa 5 m 5 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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2. Determine the smallest moment of inertia required for the
beam shown, so that its maximum deflection does not
exceed the limit of 1/360 of the span length.
60 KN
300 kN - m
A
B
L = 10 m
El constant
E = 200 GPa
5 m
5 m
Transcribed Image Text:2. Determine the smallest moment of inertia required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length. 60 KN 300 kN - m A B L = 10 m El constant E = 200 GPa 5 m 5 m
1. The beam is used to support a dead load of 0.6 k/ft, a live load
of 2 k/ft and a concentrated live load of 8 k. Determine (a) the
maximum positive reaction at A, (b) the maximum positive
moment at C, and (c) the maximum positive shear just to the
right of the support at A. Assume the support A is a pin and B is
a roller.
A
B
10 ft-
10 ft-
- 10 ft
-5 ft-
Transcribed Image Text:1. The beam is used to support a dead load of 0.6 k/ft, a live load of 2 k/ft and a concentrated live load of 8 k. Determine (a) the maximum positive reaction at A, (b) the maximum positive moment at C, and (c) the maximum positive shear just to the right of the support at A. Assume the support A is a pin and B is a roller. A B 10 ft- 10 ft- - 10 ft -5 ft-
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