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Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi.

Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi.

Structural Analysis
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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Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi. The support plates are 2 inches thickness, while all members are 6 by 2 inches. Pins B and H are 1.5 inches in diameter while pins C, E, D, and F having 0.80 inches in diameter. Be aware that there are two identical members CD and EF. Additionally, B uses two support plates while H uses just one. W B 15 ft 9 ft 4 ft 3 ft- H
Transcribed Image Text:Design the maximum permissible value of W using a factor of safety of 2, based on the following conditions of the structure below. a. Ultimate normal stress in members CD and EF is 160 ksi. b. Ultimate shear stress in pins B, D, F, and H is 110 ksi. c. Ultimate bearing stress on member ACEG is 190 ksi. d. Ultimate bearing stress on support plates at B and H is 220 ksi. The support plates are 2 inches thickness, while all members are 6 by 2 inches. Pins B and H are 1.5 inches in diameter while pins C, E, D, and F having 0.80 inches in diameter. Be aware that there are two identical members CD and EF. Additionally, B uses two support plates while H uses just one. W B 15 ft 9 ft 4 ft 3 ft- H
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