1. Draw the influence line for the shear in panel AB and CD and the bending moment at D of the girder with the floor system shown below. A В C D 4 panels at 6 m = 24 m-
1. Draw the influence line for the shear in panel AB and CD and the bending moment at D of the girder with the floor system shown below. A В C D 4 panels at 6 m = 24 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Daw the influence line for the shear in panel AB and CD and the bending moment at D of the girder with the floor system shown bekow
Transcribed Image Text:Hul 12.5K/s
3:38 PM
N 7 73%
CE 311 – Structural Theory
November 21 2020
Seatwork No. 8
4:00 - 7:00 PM
Instructions:
Do not write the problem anymore. Answer what is required showing the complete solution with
figures, if applicable. Use bond paper or intermediate pad (not yellow pad) and ballpen (not
pencil). Submit it in pdf format, merged into single file and arranged sequentially.
SHARING/COPYING OF ANSWERS/SOLUTIONS IS PERMITTED AS LONG AS YOU
UNDERSTAND THE CONCEPT.
Problems:
1. Draw the influence line for the shear in panel AB and CD and the bending moment at D
of the girder with the floor system shown below.
В
4 panels at 6 m = 24 m-
2. Draw the influence lines for the forces in the members identified by an “x" of the trusses
shown in the figure. Live loads are transmitted to the bottom of the trusses.
G
H
3 m
E
В
D
4 panels at 4 m = 16 m
3. Using Problem No. 2 of Seatwork No. 7, determine the value of Ay, Cy, VB, and MB
given the position of the truck with the corresponding load of each wheel.
|-4.3 m-
9 m
35 kN
2m
145 kN
145 kN
B
4 m
-12 m
End of Seatwork No. 8
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