5678910111213141516171819202122232425262728293031323334353637383940414243444546PROBLEM 2:As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to twovertical rods. The beam was initially horizontal before the load W = 35.11 kips was applied. For the steelrod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following:1. Force in the steel rod2. Force in the bronze rod3. Stress in the steel rod4. Stress in the bronze rod5. Vertical movement of W, OWABronzeE = 12 x 106 psi←3 ft →7. Vertical movement at the steel rod, ost6. Vertical movement at the bronze rod, obr8 ft8. Vertical reaction at the pinned end (include sign)9. Shearing stress in the pin at A assuming thediameter of the pin is 1.5 inches (assume double shear)E = 29 x 105 psi>SteelW4 ftlbslbspsipsiinininlbspsi

Answer We are given Load W = 35.11 kips Steel rod area As = 0.5 in2 Steel rod length Ls = 90 in…

As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to two vertical rods. The beam was initially horizontal before the load W = 35.11 kips was applied. For the steel rod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following:

As shown in the Figure, a rigid beam with negligible weight is pinned at one end and attached to two vertical rods. The beam was initially horizontal before the load W = 35.11 kips was applied. For the steel rod: A = 0.5 in^2, L = 90 in. For the bronze rod: A = 2 in^2, L = 30 in. Determine the following:

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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