Pitched roof Cavity wall Brick wall Floor Dead Load (kN/m2) 2.1 3.5 3.3 1.0 Imposed Load (kN/m2) 1.0 1.5 Given the dead load and imposed load in Table 1 and assuming the unit weigh of concrete is 2.35 kN/m³ calculate the load, per meter depth of the building, at the underside of Foundation A in kN/m² per run
Pitched roof Cavity wall Brick wall Floor Dead Load (kN/m2) 2.1 3.5 3.3 1.0 Imposed Load (kN/m2) 1.0 1.5 Given the dead load and imposed load in Table 1 and assuming the unit weigh of concrete is 2.35 kN/m³ calculate the load, per meter depth of the building, at the underside of Foundation A in kN/m² per run
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
4
![Pitched roof
Cavity wall
Brick wall
Floor
Dead Load
(kN/m2)
2.1
3.5
3.3
1.0
Imposed Load
(kN/m2)
1.0
1.5
Given the dead load and imposed load in Table 1 and
assuming the unit weigh of concrete is 2.35 kN/m³
calculate the load, per meter depth of the building, at
the underside of Foundation A in kN/m² per run](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F616b9e6e-2592-4a94-ad27-346035ad8a4f%2F875be4b6-41f3-49e7-a2b3-c50f8eeaf6ca%2Fvpythua_processed.png&w=3840&q=75)
Transcribed Image Text:Pitched roof
Cavity wall
Brick wall
Floor
Dead Load
(kN/m2)
2.1
3.5
3.3
1.0
Imposed Load
(kN/m2)
1.0
1.5
Given the dead load and imposed load in Table 1 and
assuming the unit weigh of concrete is 2.35 kN/m³
calculate the load, per meter depth of the building, at
the underside of Foundation A in kN/m² per run
![Question 1
2500 mm
2500
300
Floor 2
Cavity wall
Floor 1
Foundation A
J
5700m
Cavity wall
Foundation B
Brickwall
-Pitched roof
Foundation C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F616b9e6e-2592-4a94-ad27-346035ad8a4f%2F875be4b6-41f3-49e7-a2b3-c50f8eeaf6ca%2Fbfpju9.png&w=3840&q=75)
Transcribed Image Text:Question 1
2500 mm
2500
300
Floor 2
Cavity wall
Floor 1
Foundation A
J
5700m
Cavity wall
Foundation B
Brickwall
-Pitched roof
Foundation C
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