(Print) Use this randomly generated list as your call list when playing the game. There is no need to say the BINGO column name. Place some kind of mark (like an X, a checkmark, a dot, tally mark, etc) on each cell as you announce it, to keep track. You can also cut out each item, place them in a bag and pull words from the bag.
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V = 1.25 KN
N = 0
M = 18.75 KNm
compression
V = 1.5KN
M = 22.5KNm
N= 0 KN
Cut 2:
M(x) = -5x+30
V(X) = -5
with equal magnitude and opposite sense
A positive or negative linear function
Cut 1:
M(x) = -5x
V(X) = -5
3 members, 2 of which are collinear, without external forces or support reactions
2 non-colinear members without external forces or support reactions
M(x) = -(x^3)/3
V(x) = -x^2
Ax = -8
Ay = -4
CD = 11.3 in KN
The shear equation should be the derivative of the bending moment equation
When we need to find the internal force in a few specific members of a truss
Shear: up
Normal: left
BM: clockwize
When we need to find the force in every member of a truss
EF= 600 (C)
CF= 346 (T)
BC= 346 (T)
in lb
The force you are solving for and any forces you are given
Fixed Reaction, Roller and Ball and Socket
P = 2KN
X = 0.33m
H I= 900lb (C)
JI = 0
DC = 1900 (C)
In lb
Between support reactions, external forces and within distributed loads
