SITUATION: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced 2.50 m on centers and support a slab of thickness 100 mm. The slab carries a superimposed dead load of 3 kPa (including floor finish, ceiling, fixtures, etc.) and live load of 4.80 kPa. The columns E and H are omitted such that the girder BEHK supports the beams DEF at E and GHI at H. Assume specific gravity of concrete is 2.40. Determine the factored load induced by beam DEF at E in girder BEHK Determine the factored load induced by beam GHI at H in girder BEHK Determine the maximum positive moment in girder BEHK assuming full fixity at B and K AL 2.50 m E 2.50 m G H %23 %23 2.50 m K! L 6.00 m 6.00 m

SITUATION: Reinforced concrete beams having width of 300 mm and overall depth of 600 mm are spaced 2.50 m on centers and support a slab of thickness 100 mm. The slab carries a superimposed dead load of 3 kPa (including floor finish, ceiling, fixtures, etc.) and live load of 4.80 kPa. The columns E and H are omitted such that the girder BEHK supports the beams DEF at E and GHI at H. Assume specific gravity of concrete is 2.40. Determine the factored load induced by beam DEF at E in girder BEHK Determine the factored load induced by beam GHI at H in girder BEHK Determine the maximum positive moment in girder BEHK assuming full fixity at B and K AL 2.50 m E 2.50 m G H %23 %23 2.50 m K! L 6.00 m 6.00 m

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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