2aAE(1)(2)(3)BDFFIGURE P5.3049°F Sunny A uniformly-distributed load w is supported by astructure consisting of rigid bar BDF and three rods, asshown in Figure P5.30. Rods (1) and (2) are 0.75 in.diameter stainless steel rods that have an elastic modulusAof E = 28,000 ksi and a yield strength of Oy = 36 ksi.Rod (3) is a 1.25 in. diameter bronze rod that has anelastic modulus of E = 16,000 ksi and a yield strength ofOy = 48 ksi. Use a = 4 ft and L = 9 ft. If a minimumfactor of safety of 1.8 is specified for the normal stressin each rod, calculate the maximum distributed loadmagnitude w that may be supported.(11:46 PM49°F Sunny2/17/202299+P Type here to searchHomeEndPgUpPgDnPrtScn

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vn in Figure P5.30. Rods (1) and (2) are 0.75 in. neter stainless steel rods that have an elastic modulus - = 28,000 ksi and a yield strength of oy = 36 ksi. (3) is a 1.25 in. diameter bronze rod that has an ric modulus of E=16,000 ksi and a yield strength of = 48 ksi. Use a = 4 ft and L = 9 ft. If a minimum or of safety of 1.8 is specified for the normal stress ach rod, calculate the maximum distributed load nitude w that may be supported. 1:46 PM 49 F Sunny 2/17/2022 to search 99+

vn in Figure P5.30. Rods (1) and (2) are 0.75 in. neter stainless steel rods that have an elastic modulus - = 28,000 ksi and a yield strength of oy = 36 ksi. (3) is a 1.25 in. diameter bronze rod that has an ric modulus of E=16,000 ksi and a yield strength of = 48 ksi. Use a = 4 ft and L = 9 ft. If a minimum or of safety of 1.8 is specified for the normal stress ach rod, calculate the maximum distributed load nitude w that may be supported. 1:46 PM 49 F Sunny 2/17/2022 to search 99+

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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