Lor the beam shown, draw the influence lines for Cal Reaction at A, Cb) shear ust to the right of A, Moment at A,and (d) Moment at D. Détermine the maximum values of these functions due to (1) a concentrated a uniform mnving loads of 3kN/m. moving loads of 6 KN, and (2) 3m 3 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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* For the beam shown , draw the influence lines for (a)
Lor the beam shown, draw the influence lines for (a)
Reaction ot A, (b) shear just to the right of A,lC7
Moment at A,and (d) Moment at D. Détermine the
maximum valuUes of these functions due to (1)
concentrated moving loads of 6 KN, and (2)
a uniform moving loads of
3kN/m.
C
A
Com
来
3m
Transcribed Image Text:* For the beam shown , draw the influence lines for (a) Lor the beam shown, draw the influence lines for (a) Reaction ot A, (b) shear just to the right of A,lC7 Moment at A,and (d) Moment at D. Détermine the maximum valuUes of these functions due to (1) concentrated moving loads of 6 KN, and (2) a uniform moving loads of 3kN/m. C A Com 来 3m
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