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)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Accomplish this on A4 or letter paper size document, handwritten then scan and upload it in PDF format. Copy the problem fırst before presenting the solution.
2. Provide complete and organized solutions with necessary illustrations and diagrams. Minimize erasures.
3. Use at least 3-decimal places for your calculations or solutions.
4. Provide a summary or tabulations of your answers or results.
5. Observe a neatly done and complete activity or output to be submitted to your instructor.
6. Pass your accomplished activity on the stated submission time.
7. Provide a title page including informal TIP logo, course code and title, output title (e.g. Plate 1.1), name, student number, and academic integrity pledge with e-signature.
8. The file should be named as follows: CE011-Section-PL1.1-Surname-Firstname.pdf (e.g. CE011-CE31S6-PL1.1-MOJICO-LYKAJANE.pdf).
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
Transcribed Image Text:1. Accomplish this on A4 or letter paper size document, handwritten then scan and upload it in PDF format. Copy the problem fırst before presenting the solution. 2. Provide complete and organized solutions with necessary illustrations and diagrams. Minimize erasures. 3. Use at least 3-decimal places for your calculations or solutions. 4. Provide a summary or tabulations of your answers or results. 5. Observe a neatly done and complete activity or output to be submitted to your instructor. 6. Pass your accomplished activity on the stated submission time. 7. Provide a title page including informal TIP logo, course code and title, output title (e.g. Plate 1.1), name, student number, and academic integrity pledge with e-signature. 8. The file should be named as follows: CE011-Section-PL1.1-Surname-Firstname.pdf (e.g. CE011-CE31S6-PL1.1-MOJICO-LYKAJANE.pdf). 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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