The floorframe shown carries a (superimposed) servi ce dead load of 2.2 kPa. Slab S1 is 110 mm thick, while slab S2 is 130 mm thick. A cona ete wall 180 mm thick and 4.0m high is placed directly on top of beam AH. Beams AH, BG, CF, and DE are reinfor ced concrete rectangular beams 250 mm wide and 500 mm deep, while gir de rs AD and HE are 300 mm wide and 600 mm deep. Weight of conrete is 23.6 kN/m³. Compute the dead load carried by the different bea ms and gir der/s. Also compute the live loads on those same bea ms and gir de rs usi ng the minim um specified by the code: 1.96 kPa.
The floorframe shown carries a (superimposed) servi ce dead load of 2.2 kPa. Slab S1 is 110 mm thick, while slab S2 is 130 mm thick. A cona ete wall 180 mm thick and 4.0m high is placed directly on top of beam AH. Beams AH, BG, CF, and DE are reinfor ced concrete rectangular beams 250 mm wide and 500 mm deep, while gir de rs AD and HE are 300 mm wide and 600 mm deep. Weight of conrete is 23.6 kN/m³. Compute the dead load carried by the different bea ms and gir der/s. Also compute the live loads on those same bea ms and gir de rs usi ng the minim um specified by the code: 1.96 kPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Problem:
The floorframe shown carries a (superimposed) servi ce dead load of 2.2 kPa. Slab S1 is 110
mm thick, while slab S2 is 130 mm thick. A concrete wall 180 mm thick and 4.0m high is placed
directly on top of beam AH. Beams AH, BG, CF, and DE are reinfor ced concrete rectangular beams
250 mm wide and 500 mm deep, while gir de rs AD and HE are 300 mm wide and 600 mm deep.
Weight of conar ete is 23.6 kN/m3.
Compute the dead load carr ied by the different beams and gir der/s. Also compute the live loads on
those same bea ms and gir de rs usi ng the minim um specified by the code: 1.96 kPa.
А
В
S1
S2
S2
6.0 m
H
F
E
3 @4.0 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5683742a-2e4a-4edd-bfc4-5e0cc9936c4e%2Ff86164d7-5397-44e9-b2c1-60bac6378bc7%2Fkxa0ovc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem:
The floorframe shown carries a (superimposed) servi ce dead load of 2.2 kPa. Slab S1 is 110
mm thick, while slab S2 is 130 mm thick. A concrete wall 180 mm thick and 4.0m high is placed
directly on top of beam AH. Beams AH, BG, CF, and DE are reinfor ced concrete rectangular beams
250 mm wide and 500 mm deep, while gir de rs AD and HE are 300 mm wide and 600 mm deep.
Weight of conar ete is 23.6 kN/m3.
Compute the dead load carr ied by the different beams and gir der/s. Also compute the live loads on
those same bea ms and gir de rs usi ng the minim um specified by the code: 1.96 kPa.
А
В
S1
S2
S2
6.0 m
H
F
E
3 @4.0 m
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