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A reinforced concrete beam having a width of 400 mm and an overall depth of 600 mm has a spacing of 3 m on centers supports a 100-mm slab. The superimposed dead load is 3.2 kPa (includes floor finish, ceiling, fixtures, etc.) and the live load is 3.6 kPa. Columns E and H are omitted such that the girder BEHK supports beams, DEF at E and GHI at H. Weight of concrete is 24 kN/m³. Determine the Ultimate load (kN) at H induced by the beam GHI. A B. 3 m D 3 m G H 3 m K 7.5 m 7.5 m

A reinforced concrete beam having a width of 400 mm and an overall depth of 600 mm has a spacing of 3 m on centers supports a 100-mm slab. The superimposed dead load is 3.2 kPa (includes floor finish, ceiling, fixtures, etc.) and the live load is 3.6 kPa. Columns E and H are omitted such that the girder BEHK supports beams, DEF at E and GHI at H. Weight of concrete is 24 kN/m³. Determine the Ultimate load (kN) at H induced by the beam GHI. A B. 3 m D 3 m G H 3 m K 7.5 m 7.5 m

Structural Analysis
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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A reinforced concrete beam having a width of 400 mm and an overall depth of 600 mm has a spacing of 3 m on centers supports a 100-mm slab. The superimposed dead load is 3.2 kPa (includes floor finish, ceiling, fixtures, etc.) and the live load is 3.6 kPa. Columns E and H are omitted such that the girder BEHK supports beams, DEF at E and GHI at H. Weight of concrete is 24 kN/m3. Determine the Ultimate load (kN) at H induced by the beam GHI. A B. C 3 m D E, 3 m H 3 m K. 7.5 m 7.5 m
Transcribed Image Text:A reinforced concrete beam having a width of 400 mm and an overall depth of 600 mm has a spacing of 3 m on centers supports a 100-mm slab. The superimposed dead load is 3.2 kPa (includes floor finish, ceiling, fixtures, etc.) and the live load is 3.6 kPa. Columns E and H are omitted such that the girder BEHK supports beams, DEF at E and GHI at H. Weight of concrete is 24 kN/m3. Determine the Ultimate load (kN) at H induced by the beam GHI. A B. C 3 m D E, 3 m H 3 m K. 7.5 m 7.5 m
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