Question: A 6 0 m long and 2 0 m deep plane truss has a pin support at A and a roller support at G .

A 60m long and 20m deep plane truss has a pin support at A and a roller support at G.
a. Calculate the vertical reaction at A as a function of the simultaneously applied loads FB,FC, and FD.
b. Calculate the internal axial force in member C-D as a function of the simultaneously applied loads FB,FC, and FD.
Consider a moving load (e.g., truck) with mass 10,000kg driving across this bridge from A-B-C-D. When its position is x=0 at node A, all its weight is applied at node A. When its position is x=60 at node D, all its weight is applied vertically downward at node D. The table below shows the equivalent mass applied (in thousands of kg) at B,C, and D as the truck drives across the bridge from A-B-C-D. You can linearly interpolate between these points.
\table[[x,0,4,8,12,16,20,24,28,32,36,40,44,48,52,56,60],[FB,0,2,4,6,8,10,8,6,4,2,0,0,0,0,0,0],[FC,0,0,0,0,0,0,2,4,6,8,10,8,6,4,2,0],[FD,0,0,0,0,0,0,0,0,0,0,0,2,4,6,8,10]]
Plug your equations from (a) and (b) into Matlab, R, or Excel to answer the following questions:
c. What is the maximum (i.e., uplift) vertical reaction at A? Where is the truck when this occurs?
d. What is the minimum (i.e., downward) vertical reaction at A? Where is the truck when this occurs?
e. What is the maximum internal force (i.e., tensile) in member C-D? Where is the truck when this occurs?
f. What is the minimum internal force (i.e., compression or smallest magnitude of tensile force) in member C-D? Where is the truck when this occurs?
Hint: Use your equations to fill out additional rows in the table above for the reaction at A and the internal force in member C-D.
A 6 0 m long and 2 0 m deep plane truss has a pin

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