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Situation 2: 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. 10.0m G1 b1 BALCONY 4.0m b2 8.0m G2 b3 LIBRARY b4 OFFICE 8.0m b5 G3 FLOOR PLAN

Situation 2: 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. 10.0m G1 b1 BALCONY 4.0m b2 8.0m G2 b3 LIBRARY b4 OFFICE 8.0m b5 G3 FLOOR PLAN

Structural Analysis
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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Situation 2: 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. 10.0m G1 b1 BALCONY 4.0m b2 8.0m G2 b3 LIBRARY b4 OFFICE 8.0m b5 G3 FLOOR PLAN
Transcribed Image Text:Situation 2: 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. 10.0m G1 b1 BALCONY 4.0m b2 8.0m G2 b3 LIBRARY b4 OFFICE 8.0m b5 G3 FLOOR PLAN
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