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Q2: A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 Nm, determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum positive moment in the girder at G. 1.5 m- B G C +1.5 m- 0.75 m 0.75 m D E 1.5 m 1.5 m-

Q2: A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 Nm, determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum positive moment in the girder at G. 1.5 m- B G C +1.5 m- 0.75 m 0.75 m D E 1.5 m 1.5 m-

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q2: A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 Nm, determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum positive moment in the girder at G. 1.5 m B G C +1.5 m- 0.75 m 0.75 m D E 1.5 m 1.5 m
Transcribed Image Text:Q2: A uniform live load of 2.8 kN/m and a single concentrated live force of 20 kN are placed on the floor beams. If the beams also support a uniform dead load of 700 Nm, determine (a) the maximum positive shear in panel BC of the girder and (b) the maximum positive moment in the girder at G. 1.5 m B G C +1.5 m- 0.75 m 0.75 m D E 1.5 m 1.5 m
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