The bridge truss shown in is to be subjected to moving loads, L, 8 m, s= 4 m, P-0 kN, 0= 50 degrees 1.Compute the value of the maximum ordinate of influence diagram from member JK. 2. Compute the axial load in member JK(in kN) due to a standard wheel base 4.3 m apart, front wheel load%=72.4 kN and rear wheel load= 19.6 kN 3. Compute the axial load in member JK(kN) due to a uniform moving load of 9.35 kN/m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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the bridge truss shown is to be subjected to moving loads. L= 8m, P=0kN, theta = 50°
The bridge truss shown in is to be subjected to moving loads, L, 8 m, s= 4 m, P=0 kN, 0= 50 degrees
1.Compute the value of the maximum ordinate of influence diagram from member JK.
2. Compute the axial load in member JK(in kN) due to a standard wheel base 4.3 m apart, front wheel load=72.4 kN and rear wheel load= 19.6 kN
3. Compute the axial load in member JK(kN) due to a uniform moving load of 9.35 kN/m
K
H,
A
S.
B.
Transcribed Image Text:The bridge truss shown in is to be subjected to moving loads, L, 8 m, s= 4 m, P=0 kN, 0= 50 degrees 1.Compute the value of the maximum ordinate of influence diagram from member JK. 2. Compute the axial load in member JK(in kN) due to a standard wheel base 4.3 m apart, front wheel load=72.4 kN and rear wheel load= 19.6 kN 3. Compute the axial load in member JK(kN) due to a uniform moving load of 9.35 kN/m K H, A S. B.
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