- 2072 Magh · 12 marks
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 m, rise m. Radius m; the centre lies 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 and measured along the springing line, the circle with centre and radius gives
Check: and m.
Loads: UDL 4 kN/m on the left half ( to 20 m); 60 kN at 8 m from ( m). Section at m.
Step 1: Slope at the section
At the section m: m, , so , , .
Step 2: Vertical reactions
Taking moments about for the whole arch:
Step 3: Horizontal thrust
The bending moment at the crown hinge is zero. Taking moments of the forces on the left of about (rise m):
Step 4: Forces at the section (x = 10 m)
Simple-beam values at the section: kN m, kN.
Answer: at 10 m from the left support: bending moment kN m, radial shear kN, normal thrust kN.
✓ Answer checked by Claude Opus 5.5 (high effort)
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