The floor shown below with an overall depth of 225 mm is to be designed to carry an imposed load of 3 kN/m2 plus floor finishes and ceiling loads of 1 kN/m2. Calculate the design loads acting on beams B1–C1, B2–C2 and B1–B3 and columns B1 and C1. Assume that all the column heights are 3 m and that the beam and column weights are 70 and 60 kg/m run respectively.
The floor shown below with an overall depth of 225 mm is to be designed to carry an imposed load of 3 kN/m2 plus floor finishes and ceiling loads of 1 kN/m2. Calculate the design loads acting on beams B1–C1, B2–C2 and B1–B3 and columns B1 and C1. Assume that all the column heights are 3 m and that the beam and column weights are 70 and 60 kg/m run respectively.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The floor shown below with an overall depth of 225 mm is to be designed to carry an imposed load of 3 kN/m2 plus floor finishes and ceiling loads of 1 kN/m2. Calculate the design loads acting on beams B1–C1, B2–C2 and B1–B3 and columns B1 and C1. Assume that all the column heights are 3 m and that the beam and column weights are 70 and 60 kg/m run respectively.
![3'm
2
3 m
3 m-
6 m-
A
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F45cc5590-3b02-4fa6-8968-cad45fa49a71%2Fd0012f73-9cc1-4b12-9e2c-7c7a6e4e7fd5%2Fpqjaa2x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3'm
2
3 m
3 m-
6 m-
A
B
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