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Circular arch 40 m: sketch, equation, forces at 10 m

Short answer

Using equilibrium equations for a three-hinged circular arch with span 40 m and rise 5 m under given loads, at 10 m from left support: bending moment = 32.73 kN m, radial shear = 0.98 kN, normal thrust = 131.94 kN.

A three hinged circular arch has span 40 m and rise 5 m. Make a sketch of the arch and give the equation to it. It carries a concentrated load 60 kN at 8 m from the right support and uniformly distributed load 4 kN/m over left half portion. Determine bending moment, radial shear force and normal thrust at a section 10 m from the left support.

Data: three-hinged circular arch, span L=40L = 40 m, rise f=5f = 5 m. Radius R=L2/4+f22f=400+2510=42.5R = \dfrac{L^2/4+f^2}{2f} = \dfrac{400+25}{10} = 42.5 m; the centre lies R−f=37.5R - f = 37.5 m below the springing line, at mid-span.

Sketch and equation of the arch

              C (crown hinge)
            .-'''-.            rise f = 5 m
        .-'         '-.
     .-'                 '-.
   A o                       o B
   |<---------- 40 m ------>|
   UDL 4 kN/m on A-C      60 kN at 8 m from B

With the origin at AA and xx measured along the springing line, the circle with centre (20,−37.5)(20, -37.5) and radius 42.542.5 gives

y=42.52−(x−20)2−37.5y = \sqrt{42.5^2 - (x-20)^2} - 37.5

Check: y(0)=1806.25−400−37.5=0y(0) = \sqrt{1806.25-400} - 37.5 = 0 and y(20)=42.5−37.5=5y(20) = 42.5 - 37.5 = 5 m.

Loads: UDL 4 kN/m on the left half (x=0x = 0 to 20 m); 60 kN at 8 m from BB (x=32x = 32 m). Section at x=10x = 10 m.

Step 1: Slope at the section

tan⁡θ=dydx=20−xR2−(x−20)2\tan\theta = \frac{dy}{dx} = \frac{20-x}{\sqrt{R^2-(x-20)^2}}

At the section x=10x = 10 m: y=3.807y = 3.807 m, tan⁡θ=0.2421\tan\theta = 0.2421, so θ=13.61∘\theta = 13.61^\circ, sin⁡θ=0.2353\sin\theta = 0.2353, cos⁡θ=0.9719\cos\theta = 0.9719.

Step 2: Vertical reactions

Taking moments about AA for the whole arch:

RB×40=(4×20)×10+60×32=2720⇒RB=68 kNR_B \times 40 = (4\times 20)\times 10 + 60\times 32 = 2720 \Rightarrow R_B = 68\ \text{kN} RA=140−68=72 kNR_A = 140 - 68 = 72\ \text{kN}

Step 3: Horizontal thrust

The bending moment at the crown hinge CC is zero. Taking moments of the forces on the left of CC about CC (rise f=5f = 5 m):

H×5=72×20−(4×20)×10=640⇒H=128 kNH \times 5 = 72\times 20 - (4\times 20)\times 10 = 640 \Rightarrow H = 128\ \text{kN}

Step 4: Forces at the section (x = 10 m)

Simple-beam values at the section: Mb=520M_b = 520 kN m, Vb=32V_b = 32 kN.

M=Mb−H y=520−128×3.807=32.73 kN mV=Vbcos⁡θ−Hsin⁡θ=32×0.9719−128×0.2353=0.98 kNN=Vbsin⁡θ+Hcos⁡θ=32×0.2353+128×0.9719=131.94 kN\begin{aligned} M &= M_b - H\,y = 520 - 128\times 3.807 = 32.73\ \text{kN m}\\ V &= V_b\cos\theta - H\sin\theta = 32\times 0.9719 - 128\times 0.2353 = 0.98\ \text{kN}\\ N &= V_b\sin\theta + H\cos\theta = 32\times 0.2353 + 128\times 0.9719 = 131.94\ \text{kN} \end{aligned}

Answer: at 10 m from the left support: bending moment =32.73= 32.73 kN m, radial shear =0.98= 0.98 kN, normal thrust =131.94= 131.94 kN.

✓ Answer checked by Claude Opus 5.5 (high effort)

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