Problem 1.6.1
Consider the totally new structure of rigid beams shown below:
a) Is this system as a whole externally statically determinate, underdeterminant, or indeterminant? What about the system of the grey beam alone?

b) if possible, determine the reaction forces and moments at A; otherwise, state why it's impossible.
c) if possible, determine the reaction forces and moments at B; otherwise, state why it's
impossible.

Question

Problem 1.6.1

Consider the totally new structure of rigid beams shown below:

a) Is this system as a whole externally statically determinate, underdeterminant, or indeterminant? What about the system of the grey beam alone?

b) if possible, determine the reaction forces and moments at A; otherwise, state why it's impossible.

c) if possible, determine the reaction forces and moments at B; otherwise, state why it's
impossible.

A

is a fixed support to the ground at the origin, point

B

refers to the slider joint (location of the frictionless orange pins) at

r_{B} = ? 0, 0.5, 0 ? m

and the cable connects point

C

at

r_{C} = ? 1.25, 0.55, 0 ?

to point

C

at

r_{D} = ? 0.05, 1.3, 0 ?

. Three external forces are applied to the grey beam (which is attached via the slider to the gold beam):

F_{1} = ? .2, ? .4, + 4 ? N at r_{1} = ? 1.1, 0.48, 0.02 ? m, F_{2} = ? 2, 3, ? 0.4 ? N at r_{2} = ? .4, .55, ? .02 ? m, and F_{3} = ? 0, ? 5, 0 ? N at r_{3} = ? .6, .45, 0 ? m

Accepted Answer

Expert Answer to - Problem 1.6.1 Consider the totally new structure of rigid beams shown below:a) Is this system as a w

Answer

Solution for - Problem 1.6.1 Consider the totally new structure of rigid beams shown below:a) Is this system as a w

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This an additional answer to - Problem 1.6.1 Consider the totally new structure of rigid beams shown below:a) Is this system as a w

(Solved): Problem 1.6.1 Consider the totally new structure of rigid beams shown below:a) Is this system as a w ...