6-27. A uniform live load of 2.8 kN/m and a single con- centrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 N/m, determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum positive moment in the girder at G. 6- tr RF D E 1.5 m- 1.5 m 1.5 m 1.5 m- 0.75 m 0.75 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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6-3
6-27.
A uniform live load of 2.8 kN/m and a single con-
centrated live force of 20 kN are placed on the floor beams.
If the beams also support a uniform dead load of 700 N/m,
determine (a) the maximum positive shear in panel BC of
tra
De
ar
the girder and (b) the maximum positive moment in the
6.
girder at G.
C
E
- 1.5 m
- 1.5 m
1.5 m
1.5 m-
0.75 m 0.75 m
Prob. 6-27
Transcribed Image Text:6-3 6-27. A uniform live load of 2.8 kN/m and a single con- centrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 N/m, determine (a) the maximum positive shear in panel BC of tra De ar the girder and (b) the maximum positive moment in the 6. girder at G. C E - 1.5 m - 1.5 m 1.5 m 1.5 m- 0.75 m 0.75 m Prob. 6-27
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