FOR PROBLEMS 2-5 USE STEEL W24x62 SECTIONS. E= 29,000 ksi, G = 11,300 ksi, I = 1550 in^4, A' = 10.21 in^2, A = 18.2 in^2

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For Problems 2 5 Use Steel W24x62 Sections E 29 000 Ksi G 11 300 Ksi I 1550 In 4 A 10 21 In 2 A 18 2 In 2 1 (31.04 KiB) Viewed 29 times

FOR PROBLEMS 2-5 USE STEEL W24x62 SECTIONS. E= 29,000 ksi, G = 11,300 ksi, I = 1550 in^4, A' = 10.21 in^2, A = 18.2 in^2 1) For the following Frame calculate a. Draw the Axial, Shear and Bending Moment Diagrams b. Sketch the deflected shape c. Calculate the Horizontal displacement at D i. Using just bending energy ii. Using AXIAL, Shear and Bending energy d. What is the percent difference between the displacement calculated from just bending energy and from Axial, shear and bending energy 2 k/ft 4 kip 10⁰ + 8' D