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

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

Section: Chapter Questions

Problem 1P

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