Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Pictured below is a smooth bar (no friction) held in position by a pin and contact with the wall on the left end and subjected to a vertical load P at the right end. Find the distance d that the force needs to be along the bar for equilibrium given the pin is a distance a away from the wall and the bar makes an angle 0 with the horizontal. The weight of the bar is negligible. (Hint: Use the three equations of equilibrium and solve for d. The values for a, 0, and Pare constants.)arrow_forward2. Determine the resultant of the coplanar concurrent force system shown. Compute the magnitude, sense, and angle of inclination with the X axis. Use the method of components. X Y 300 lb 200 lb 60° * 30⁰ X 400 lb 45° 100 lb 50 lb Yarrow_forwardcan you write readable please? can you do the solution with the formula?arrow_forward
- Note:Hand written solution not allowed.arrow_forwardA massless beam supports two weights as shown. Find W such that the supporting force at A is zero. L- L 4 4 2 826 N A B W Your answerarrow_forwardConsider a two-dimensional problem. The stress transformation formulae are then, in full. on on 11 12 31-[ COSA sinė Tσ, σcos - sin 12 0.7 cosσ₁ σ₂ sinė cose Multiply the right hand side out and use the fact that the stress tensor is symmetric (012 = 021 - not true for all tensors). What do you get? Look familiar? on on 21 sin 0arrow_forward
- Please write the solution on paper.arrow_forwardPlease correct my understanding of this question. -In the equation of the moment at point A, there is a value, 36(11.5). I assume that is a force from the distributed load. -If you are finding the moment at point A, wouldn't you only need one value from the distributed load which is 27(10)? So my question is how do you get the value of 36 and 11.5, separately. And what is it for?arrow_forward
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