a. The moments and reactions over the supports b. Draw the shear and bending moment diagrams c. Compute the maximum postive bending moment develop in the beam. d. If the cross-sectional area of the continuous beams is 150 mm in width and 300 mm in depth, determine the maximum tensile stress developed in the beam. 150 kN 20 kN 30 kN/m 20 kN/m = 150 kN-m N. 2m C+ 2m 2m 4m 6m

a. The moments and reactions over the supports b. Draw the shear and bending moment diagrams c. Compute the maximum postive bending moment develop in the beam. d. If the cross-sectional area of the continuous beams is 150 mm in width and 300 mm in depth, determine the maximum tensile stress developed in the beam. 150 kN 20 kN 30 kN/m 20 kN/m = 150 kN-m N. 2m C+ 2m 2m 4m 6m

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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