Indeterminate Structures — Question 3

Section 12-5 · Physics pages 1856–1857

Question 3 A short fourth leg creates diagonal load sharing A rigid square platform has four vertical spring legs at (x, y) = (±a, ±a), each stiffness k. Its central downward load is W. The (+a, +a) leg has an initial gap g; the other three just touch. Assume all four contact and small displacement. x y gap g Plan view; the upper-right leg is initially short by g. (a) Write a planar displacement δ = d + s(x/a) + t(y/a) and solve for d, s, t. (b) Find the four reactions and the condition for positive force in every leg.
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Question 3 - Solution A short fourth leg creates diagonal load sharing x y gap g (a) Derivation and calculation Write δ = d + s(x/a) + t(y/a). For the short leg, R++ = k(d + s + t −g), while the other three have R±± = k(d ± s ± t). Summing forces and moments gives 4kd −kg = W, 4ks −kg = 0, 4kt −kg = 0. Therefore d = (W/k + g)/4 , s = t = g/4 . (b) Result and interpretation Substitution yields the diagonal reaction pairs R++ = R−−= (W −kg)/4 , R+−= R−+ = (W + kg)/4 . Every leg carries positive force only if W > kg . At W = kg, both legs of the first diagonal have zero reaction; below it, the assumed four-contact regime is inadmissible. Physical check The four reactions sum to W, and each opposite pair has equal force, satisfying both central-load moment equations.

Question 3

A short fourth leg creates diagonal load sharing

A rigid square platform has four vertical spring legs at (x,y)=(±a,±a)(x,y)=(\pm a,\pm a), each stiffness kk. Its central downward load is WW. The (+a,+a)(+a,+a) leg has an initial gap gg; the other three just touch. Assume all four contact and small displacement.

Diagram shown in the original SVG worksheet.

  1. Write a planar displacement δ=d+s(x/a)+t(y/a)\delta=d+s(x/a)+t(y/a) and solve for d,s,td,s,t.

  2. Find the four reactions and the condition for positive force in every leg.

Question 3 - Solution

A short fourth leg creates diagonal load sharing

Diagram shown in the original SVG worksheet.

(a) Derivation and calculation

Write δ=d+s(x/a)+t(y/a)\delta=d+s(x/a)+t(y/a). For the short leg, R++=k(d+s+t−g),R_{++}=k(d+s+t-g), while the other three have R±±=k(d±s±t)R_{\pm\pm}=k(d\pm s\pm t). Summing forces and moments gives 4kd−kg=W,4ks−kg=0,4kt−kg=0.4kd-kg=W,\qquad4ks-kg=0,\qquad4kt-kg=0. Therefore d=(W/k+g)/4,s=t=g/4.\boxed{d=(W/k+g)/4},\qquad\boxed{s=t=g/4}.

(b) Result and interpretation

Substitution yields the diagonal reaction pairs R++=R−−=(W−kg)/4,\boxed{R_{++}=R_{--}=(W-kg)/4}, R+−=R−+=(W+kg)/4.\boxed{R_{+-}=R_{-+}=(W+kg)/4}. Every leg carries positive force only if W>kg\boxed{W>kg}. At W=kgW=kg, both legs of the first diagonal have zero reaction; below it, the assumed four-contact regime is inadmissible.

Physical check

The four reactions sum to WW, and each opposite pair has equal force, satisfying both central-load moment equations.