A uniform live load of 3 kN/m and a single concentrat- ed live force of 9 kN are placed on the top beams. If the beams also support a uniform dead load of 0.75 kN/m determine (a) the maximum negative shear in panel BC of the girder and (b) the maximum positive moment in the girder at B. Assume C is a roller and A is a pin. A 4 m B 2 m 2 m D

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Plot x and y table first l, x location of load, y shear and moment

A uniform live load of 3 kN/m and a single concentrat-
ed live force of 9 kN are placed on the top beams. If the beams
also support a uniform dead load of 0.75 kN/m determine (a)
the maximum negative shear in panel BC of the girder and
(b) the maximum positive moment in the girder at B. Assume C
is a roller and A is a pin.
A
4 m
B
2 m
2 m
D
Transcribed Image Text:A uniform live load of 3 kN/m and a single concentrat- ed live force of 9 kN are placed on the top beams. If the beams also support a uniform dead load of 0.75 kN/m determine (a) the maximum negative shear in panel BC of the girder and (b) the maximum positive moment in the girder at B. Assume C is a roller and A is a pin. A 4 m B 2 m 2 m D
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