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About: This bingo card is perfect for anyone studying or teaching structural engineering concepts, especially truss analysis and internal force calculations. The tone is technical yet approachable, making it a great fit for classroom review sessions, study groups, or engineering workshops. Get ready to test your knowledge of forces, moments, equations, and truss member behavior in a fun, interactive way!
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How to play STATICS Bingo Cards?
Paper Caller: Print PDF calling list & calling slips and physically choose the slips.
Paper Players: Print PDF bingo cards and physically scratch the cards.
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Start by getting the STATICS PDF by clicking on the "Print" button above.
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Cut the bingo cards at the cut marks if there are more than 1 bingo cards per page.
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The players look at their cards to see if they have the announced word. If they do, they cross off that word.
The first player to complete a horizontal, vertical, or a diagonal line of crossed items announces "Bingo!" and wins the game.
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This STATICS Bingo Cards Game contains following Words or Phrases: Two non-colinear members without external forces or support reactions, 3 members, 2 are colinear, 3rd is zero-force if no external forces or support reactions., ED=520lb(C) DC=520lb(C) DB=0 BC=450lb(T) AB=450lb(T) EA=340lb(C) EB=0, The force you are solving for and any forces you are given., V=1.5KN M=22.5KNm N=0, Between support reactions, external forces, moments, and within distributed loads., P=2KN x=0.333m, When we need to find the internal force in a few specific members of a truss., When we need to find the force in every member of a truss., EF=600lb(C) CF=346lb(T) BC=346lb(T), Fixed. Ball and Socket. Roller., Ax=212N Ay=612N By=824N, Shear(up) Normal(left) BM(clockwise), Cut 1: M(x)=-5x V(X)=-5, Cut 2: M(x)=-5x+30 V(X)=-5, A positive or negative linear function, The shear equation should be the derivative of the bending moment equation., HI=900(C) JI=0 DC=1900(C), With equal magnitude and opposite sense, V=1.25KN N=0 M=18.75KNm, M=-3+2J, DC=11.3KN Ax=-8KN Ay=-4KN, Compression, M(x)=-(x^3)/3 V(X)=-x^2.