2. A W14 x 87 beam has a simple span of 9 m which is laterally supported every 3m. Use grade 50 steel Fy = 344.5Mpa, Es = 200,00 MPa. Neglect weight of beam. 4w (kN) 4w (kN) w kN/m 9m Properties of W14 x 87 A = 16,516.10 mm² D = 355.6 mm Bf = 368.3mm = Tf 17.48 mm Tw= 10.67 mm Ix = 402.5 x 106 mm4 Sx = 2261.4 x103 mm³ A. Compute the value of W if flexural stress governs. B. Compute the value of W if shear stress governs. C. Compute the value of W if deflection governs.

2. A W14 x 87 beam has a simple span of 9 m which is laterally supported every 3m. Use grade 50 steel Fy = 344.5Mpa, Es = 200,00 MPa. Neglect weight of beam. 4w (kN) 4w (kN) w kN/m 9m Properties of W14 x 87 A = 16,516.10 mm² D = 355.6 mm Bf = 368.3mm = Tf 17.48 mm Tw= 10.67 mm Ix = 402.5 x 106 mm4 Sx = 2261.4 x103 mm³ A. Compute the value of W if flexural stress governs. B. Compute the value of W if shear stress governs. C. Compute the value of W if deflection governs.

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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