Q4: Draw the influence line for the reaction at A, draw the influence line at D in the girder, and draw the influence line for the shear at point F of the girder. Determine the maximum positive moment in the girder at D and determine the maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams. 2m 2m 2m Internal Hinge 2 m 3mm D 4m 4 m E
Q4: Draw the influence line for the reaction at A, draw the influence line at D in the girder, and draw the influence line for the shear at point F of the girder. Determine the maximum positive moment in the girder at D and determine the maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams. 2m 2m 2m Internal Hinge 2 m 3mm D 4m 4 m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q4: Draw the influence line for the reaction at A, draw the influence line for the moment
at D in the girder, and draw the influence line for the shear at point F of the girder.
Determine the maximum positive moment in the girder at D and determine the
maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a
uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams.
2m
B
2m 2m
Internal Hinge
2m
F
C3m 1m D
4 m
4 m
E
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Step 1: Introduce the problem statement
VIEWStep 2: ILD at support 2
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VIEWStep 3: ILD at support 4
VIEWStep 4: ILD at support 6
VIEWStep 5: When load is at 2m right of '1', '2' and '3'
VIEWStep 6: When load is at '4', '5' and '6'
VIEWStep 7: Summary of ILD for reaction at, Moment at D and Shear at F
VIEWStep 8: Plot ILD for reaction at, Moment at D and Shear at F
VIEWStep 9: Determine maximum positive moment at D
VIEWStep 10: Determine maximum positive shear at D
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