Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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For the truss shown in the figure below, assume that the loads are being transmitted to the bottom chord and draw the influence lines for member DI and EK. Also, considering the 3-point moving load as shown, determine the following member forces. Assume that the loads move only to the right. a. Maximum tension on member DI in kN, put “0” if none. b. Maximum compression on member DI in kN, put “0” if none. c. Maximum tension on member EK in kN, put “0” if none. d. Maximum compression on member EK in kN, put “0” if none.
2. For the truss shown in the figure below, assume that the loads are being transmitted to the bottom
chord and draw the influence lines for member DI and EK. Also, considering the 3-point moving load
as shown, determine the following member forces. Assume that the loads move only to the right.
a. Maximum tension on member DI in kN, put "O" if none.
b. Maximum compression on member DI in kN, put "O" if none.
a= 2.7 m
C.
Maximum tension on member EK in kN, put "O" if none.
d. Maximum compression on member EK in kN, put "0" if none.
b= 3.3 m
c= 33 kN
d= 45 kN
K
NY P. NY «P.. NY «P.
"b" m
B
6 @ "a" m = 6*am
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Transcribed Image Text:2. For the truss shown in the figure below, assume that the loads are being transmitted to the bottom chord and draw the influence lines for member DI and EK. Also, considering the 3-point moving load as shown, determine the following member forces. Assume that the loads move only to the right. a. Maximum tension on member DI in kN, put "O" if none. b. Maximum compression on member DI in kN, put "O" if none. a= 2.7 m C. Maximum tension on member EK in kN, put "O" if none. d. Maximum compression on member EK in kN, put "0" if none. b= 3.3 m c= 33 kN d= 45 kN K NY P. NY «P.. NY «P. "b" m B 6 @ "a" m = 6*am
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