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MODULE 6&7-Part 2 - Q.1

3-Hing Parabolic arch supported different level. Find:

1) Reaction

2)Max +ve & -ve B.M.

3)N & F at 3m from A.

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Note: When $l_1$ & $l_2$ are not given first we have to calculate the $l_1$ & $l_2$ first.

Using formula

$l_1=\frac{l\sqrt{h_1}}{(\sqrt{h_1}+\sqrt{h_2})}$

$l_2=\frac{l\sqrt{h_2}}{(\sqrt{h_1}+\sqrt{h_2})}$

$l_1=\frac{l\sqrt{h_1}}{(\sqrt{h_1}+\sqrt{h_2})}=\frac{22.5\sqrt{3}}{(\sqrt{3}+\sqrt{6.75})}=9m$

$l=l_1+l_2$

$22.5=9+l_2$

$l_2=22.5-9=13.5m$

(1) Support $rx^n$ calculation:

Consider part (CA)

$BM_c=0$

$V_A\times 9-H\times 3-30\times 9\times \frac{9}{2}=0$

$9V_A-3H-1215=0$

$V_A=\frac{3H+1215}{9}$----------(1)

Consider part (CB)

$BM_c=0$

$V_B\times 13.5-H\times 6.75=0$

$V_B=\frac{6.75H}{13.5}$----------(2)

Put H=162kN in equation (1) & (2)

$V_A=189kN$

$V_B=81kN$

$\sum F_y=0$

$V_A+V_B-30\times 9=0$

$V_A+V_B=270$--------------(3)

$\frac{3H+1215}{9}+\frac{6.75H}{13.5}=270$

$H=162kN$

(2)N & F is 3m from A

Net unbalance vertical force

$189-30\times 3=99kN$

enter image description here

$F=99cos \theta-162sin \theta$

$F=24.68kN$

$N=162cos \theta+99sin \theta$

$N=188.2kN$

To find Q

$tan \theta=\frac{dy}{dx}$

But $y=\frac{4h}{l^2}(lx-x^2)$

$y=\frac{4\times 3}{18^2}[18x-x^2]$

Imp Note:- As the parabola is supported at different level, never take l = 22.5m (all span)

Formula:- $y=\frac{4h}{l^2}(lx-x^2)$ is valid only when it is symmetrical parabola.

To create imaginary symmetric parabola take $h=h_1=3m$

Take $l=2 \times l,=2\times 9=18$

$\therefore l=18m$

$\frac{dy}{dx}=\frac{12}{18^2}[18-2x]$

Put x=3m

$=\frac{12}{18^2}[18-2\times 3]$

$=0.4m$

$\theta=tan^{-1}(0.4)$

$\theta=23.96^\circ$

(3) max +ve & -ve B.M.

enter image description here

Consider part (CA)

$B.M._x=189\times x-162\times y-30\frac{x^2}{y}$

$y=\frac{4\times 3}{18^2}(18x-x^2)$

$=189\times x-162\times \frac{1}{27}(18-x^2)-15x^2$--------------(1)

For $M_x$ to be Maximum $\frac{d}{dx}=0$

$189-\frac{162}{27}(18-2x)-30x=0$

$x=4.5m$

Put x=4.5m in equation (1)

$B.M_x=189\times 4.5-\frac{162}{27}(18\times 4.5-4.5^2)-15\times 4.5^2$

$B.M_x=182.25kNm$ (sagging) +ve BM

Take section CB

enter image description here

$B.M._x=81\times x-162\times y$

But $y=\frac{4h}{l^2}(lx-x^2)$

$=\frac{4\times 6.75}{27^2}(27x-x^2)$

$B.M._x=81\times x-162\times \frac{1}{27}(27x-x^2)$

For $M_x$ to be maximum $\frac{d}{dx}=0$

$81-\frac{162}{27}(27-2x)=0$

$x=6.75m$

$=81times 6.75-\frac{162}{27}(27\times 6.75-6.75^2)$

$BM_x=-273.37kNm$ (Hogging) -ve BM

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