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

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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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
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
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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