The simply supported beam loaded as shown in Figure 2 is made of W18 x 97. The uniform load that it carries is 50 percent dead load and 50 percent live load, while the concentrated loads is 60 percent dead load and 40 percent live load The beam is laterally supported at the ends and at the 3rd points where the concentrated loads are located. Verify the flexural adequacy of the beam to carry the loads. The shape is A992 steel (Fy = 345 MPa). E = 200000 MPa.

The simply supported beam loaded as shown in Figure 2 is made of W18 x 97. The uniform load that it carries is 50 percent dead load and 50 percent live load, while the concentrated loads is 60 percent dead load and 40 percent live load The beam is laterally supported at the ends and at the 3rd points where the concentrated loads are located. Verify the flexural adequacy of the beam to carry the loads. The shape is A992 steel (Fy = 345 MPa). E = 200000 MPa.

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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