Figure below shows a cantilever with a triangular distributed load A 12 ft Where is the location of the equivalent load? 2/3 of the distance from the A 2/3 of the distance from B 1/3 of the distance from A No answer text provided. B 360 lb/ft
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Step 1: Identify givens: length L = 12 ft, triangular load from w = 0 at A to w = 360 lb/ft at B. Show more…
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The three-bar truss $A B C$ shown in the figure part a has a span $L=3 \mathrm{m}$ and is constructed of steel pipes having cross-sectional area $A=3900 \mathrm{mm}^{2}$ and modulus of elasticity $E=200$ GPa. Identical loads $P$ act both vertically and horizontally at joint $C,$ as shown. (a) If $P=475 \mathrm{kN}$, what is the horizontal displacement of joint $B ?$ (b) What is the maximum permissible load value $P$ if the displacement of joint $B$ is limited to $1.5 \mathrm{mm}^{?}$ (c) Repeat parts (a) and (b) if the plane truss is replaced by a space truss (see figure part b).
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The figure shows a cantilever of length L = 3 m consisting of steel angles size of 100 × 100 × 12 mm mounted back to back. The cantilever is subjected to a point load P = 2500 N acting at a = 1.25 m and a distributed load w = 1200 N·m⁻¹. Find the deflection at B.
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