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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
BALCONY
4.0m b2
8.0m
G2
5:
LIBRARY
b4
OFFICE
G3
b1
b3
FLOOR PLAN
CS Scanned with CamScanner
H
8.0m b5
H
Transcribed Image Text: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 BALCONY 4.0m b2 8.0m G2 5: LIBRARY b4 OFFICE G3 b1 b3 FLOOR PLAN CS Scanned with CamScanner H 8.0m b5 H
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