SITUATION 1 Shown below is a floor plan of an office, balcony and storage at the second floor level of a commercial building. Refer to NSCP 2015 for the values of minimum live loads. Determine the live load intensity and load condition to be applied on each members (B1.82.B3,G1.G2.G3.G4.G5 & G6). Determine also the internal shear and internal moment at the midspan of the girder G2. (Assume simple supports) 13 m 6 m 7 m G1 LIGHT STORAGE B2 OFFICE B1 LIGHT STORAGE OFFICE G2 BALCONY G3 FLOOR PLAN ļ 25 m 2)
SITUATION 1 Shown below is a floor plan of an office, balcony and storage at the second floor level of a commercial building. Refer to NSCP 2015 for the values of minimum live loads. Determine the live load intensity and load condition to be applied on each members (B1.82.B3,G1.G2.G3.G4.G5 & G6). Determine also the internal shear and internal moment at the midspan of the girder G2. (Assume simple supports) 13 m 6 m 7 m G1 LIGHT STORAGE B2 OFFICE B1 LIGHT STORAGE OFFICE G2 BALCONY G3 FLOOR PLAN ļ 25 m 2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SITUATION 1
Shown below is a floor plan of an office, balcony and storage at the second floor level of a commercial building. Refer to NSCP 2015 for the values of minimum live loads. Determine the live load intensity and load condition to be applied on each
members (B1,B2,B3,G1,G2,G3,G4,65 & G6). Determine also the internal shear and internal moment at the midspan of the girder G2. (Assume simple supports)
13 m
6 m
7 m
G1
LIGHT
STORAGE
B2
OFFICE
B1
LIGHT
STORAGE
OFFICE
G2
BALCONY
G3
3
FLOOR PLAN
B3
99
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