Skip to main content

Graphical method for BM, shear, thrust in arch

Short answer

A force polygon and a funicular polygon through hinges A, C, B give the reactions and thrust line. Bending moment equals H times the vertical intercept between arch and thrust line. Resolving the section's resultant force along and perpendicular to the tangent gives normal thrust and radial shear.

Explain with necessary sketches the steps involved in determining bending moment, radial shear and normal thrust in a three hinged arch by graphical method.

The graphical method finds the reactions, then the resultant force on any section, from a force polygon and a linkage (funicular) polygon drawn to scale.

Steps

  1. Draw the arch to a scale (span, rise, crown hinge CC, supports AA and BB) and mark the loads P1,P2,…P_1, P_2, \dots with their lines of action.
  2. Force polygon: draw the load line 1-2-3…1\text{-}2\text{-}3\ldots to a force scale. Choose a pole OO and draw the rays O1,O2,…O1, O2, \dots.
  3. Reactions (using the hinge condition):
    • Combine the loads on the left of CC into their resultant R1R_1, and those on the right into R2R_2.
    • For R1R_1 alone, the right part CBCB is unloaded, so the reaction at BB acts along BCBC. The line of R1R_1 meets line BCBC at E1E_1; join AE1AE_1, which is the direction of the reaction at AA for R1R_1. Close the triangle of forces.
    • Do the same for R2R_2 (the reaction at AA acts along ACAC; join its meeting point with R2R_2 to BB).
    • Add the two sets of reactions vectorially. This gives RAR_A and RBR_B in magnitude and direction.
  4. Linkage (thrust line) polygon: start from AA with a link parallel to the ray found from RAR_A and continue the links parallel to the rays across each load. The polygon passes through AA, CC and BB (this fixes the pole).
  5. Bending moment at a section DD: measure the vertical intercept δ\delta between the arch axis and the linkage polygon at DD. Then
MD=H×δM_D = H\times\delta

where HH is the pole distance (horizontal thrust) scaled from the force polygon. Since MD=Mbeam−H y=H (ythrust−y)M_D = M_{beam} - H\,y = H\,(y_{thrust} - y), the moment is positive (sagging) where the linkage polygon lies above the arch axis and negative (hogging) where it lies below. 6. Normal thrust and radial shear: read from the force polygon the resultant force RDR_D on the section (the ray, or the sum of the reaction and the loads left of DD). Draw the tangent to the arch at DD. Resolve RDR_D:

N=RDcos⁡ϕ (along tangent),V=RDsin⁡ϕ (perpendicular to tangent)N = R_D\cos\phi \ (\text{along tangent}), \qquad V = R_D\sin\phi \ (\text{perpendicular to tangent})

where ϕ\phi is the angle between RDR_D and the tangent.

   Space diagram                Force polygon
      P1   P2                     1 *----.
       |    |        C               |     '. O (pole)
    .--+----+--.   (hinge)         2 *------* 
   A     link polygon  B             |
   (through A, C, B)               3 *
   M = H x (vertical intercept)    H = pole distance
  1. Check that the linkage polygon passes through all three points AA, CC, BB (the hinge condition) and that the force polygon closes.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Theory of Structures I chapter 6 questions →