Shown below is a floor plan of the library, office and balcony at the second floor level of a condo unit. Use the floor live loads for the given areas: Library area, LL = 5.60 kPa; for Office, LL = 3.20 kPa; and for the Balcony, LL = 2.40 kPa. Determine the live load intensity and load condition to be applied on each member (b1,b2, b3, b4, b5, G1, G2, & G3. Determine also the internal shear and internal moment at the midspan of girder G2. b1 b3 10.0m G1 BALCONY LIBRARY G2 4.0m b2 b4 FLOOR PLAN CS Scanned with CamScanner 8.0m OFFICE H 8.0m b5

Shown below is a floor plan of the library, office and balcony at the second floor level of a condo unit. Use the floor live loads for the given areas: Library area, LL = 5.60 kPa; for Office, LL = 3.20 kPa; and for the Balcony, LL = 2.40 kPa. Determine the live load intensity and load condition to be applied on each member (b1,b2, b3, b4, b5, G1, G2, & G3. Determine also the internal shear and internal moment at the midspan of girder G2. b1 b3 10.0m G1 BALCONY LIBRARY G2 4.0m b2 b4 FLOOR PLAN CS Scanned with CamScanner 8.0m OFFICE H 8.0m b5

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

Chapter29: Design Criteria For Structural Loading

Section: Chapter Questions

Problem 29.2Q

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