Question 16.13: Determine the support reactions in the semicircular two-pinn...
Determine the support reactions in the semicircular two-pinned arch shown in Fig. 16.27(a). The flexural rigidity, EI, of the arch is constant throughout.

Learn more on how we answer questions.
Again we shall choose the horizontal reaction at the support \mathrm{B} as the release so that R_{\mathrm{B}, \mathrm{H}}\left(=R_{1}\right) is given directly by Eq. (16.14)
R_1=\frac{\int_{\text {Profile }}\left(M_0 y / E I\right) \mathrm{d} s}{\int_{\text {Profile }}\left(y^2 / E I\right) \mathrm{d} s} (16.14)
in which M_{0} and s are functions of x and y. The computation will therefore be simplified if we use an angular coordinate system so that, from the primary structure shown in Fig. 16.27(b)
M_{0}=R_{\mathrm{B}, \mathrm{V}}^{\prime}(5+5 \cos \theta)-\frac{10}{2}(5+5 \cos \theta)^{2} (i)
in which R_{\mathrm{B}, \mathrm{V}}^{\prime} is the vertical reaction at \mathrm{B} in the primary structure. From Fig. 16.27(b) in which, from symmetry, R_{\mathrm{B}, \mathrm{V}}^{\prime}=R_{\mathrm{A}, \mathrm{V}}^{\prime}, we have R_{\mathrm{B}, \mathrm{V}}^{\prime}=50 \mathrm{kN}. Substituting for R_{\mathrm{B}, \mathrm{V}}^{\prime} in Eq. (i) we obtain
M_{0}=125 \sin ^{2} \theta (ii)
Also y=5 \sin \theta and \mathrm{d} s=5 \mathrm{~d} \theta, so that from Eq. (16.14) we have
R_{1}=\frac{\int_{0}^{\pi} 125 \sin ^{2} \theta 5 \sin \theta 5 \mathrm{~d} \theta}{\int_{0}^{\pi} 25 \sin ^{2} \theta 5 \mathrm{~d} \theta}
or
R_{1}=\frac{\int_{0}^{\pi} 25 \sin ^{3} \theta \mathrm{d} \theta}{\int_{0}^{\pi} \sin ^{2} \theta \mathrm{d} \theta} (iii)
which gives
R_{1}=21.2 \mathrm{kN}\left(=R_{\mathrm{B}, \mathrm{H}}\right)
The remaining reactions follow from a consideration of the statical equilibrium of the arch and are
R_{\mathrm{A}, \mathrm{H}}=21.2 \mathrm{kN} \quad R_{\mathrm{A}, \mathrm{V}}=R_{\mathrm{B}, \mathrm{V}}=50 \mathrm{kN}