Shown below is a floor plan of the library, office and balcony at the second floor vel of a unit. Use the floor live loads for the given areas: Library area, LL = 5.60 kPa; for Office, LL = 3.2 kPa; and for the Balcony, LL = 2.40 kPa. Determine the live load intensity and load condition t be applied on each member (b1, b2, b3, b4, b5, G1, G2, & G3. Determine also the internal shec and internal moment at the midspan of girder G2. b1 10.0m G1 BALCONY 4.0m b2 8.0m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Note:

Library Live Load = 2.9 Kpa
Office = 4. 8 Kpa
Exterior Balconies = 2.9 Kpa

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
FLOOR PLAN
b1
b3
CS Scanned with CamScanner
H
8.0m b5
14
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 FLOOR PLAN b1 b3 CS Scanned with CamScanner H 8.0m b5 14
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