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

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter41: Building Codes And Commercial Design

Section: Chapter Questions

Problem 41.31Q

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