Problem set 01 - Coursework Activity #01 : Fundamentals of Structures / Load Analysis Shown below a floor framing plan for a ground floor area. Determine the the ultimate load assignment considering both live load and dead load for the following floor beams, C1C2, C2C5, C5C8, C1C4, and floor beams B2. Use NSCP 2015
Problem set 01 - Coursework Activity #01 : Fundamentals of Structures / Load Analysis Shown below a floor framing plan for a ground floor area. Determine the the ultimate load assignment considering both live load and dead load for the following floor beams, C1C2, C2C5, C5C8, C1C4, and floor beams B2. Use NSCP 2015
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem set 01 - Coursework Activity #01 : Fundamentals of Structures / Load Analysis
Shown below a floor framing plan for a ground floor area. Determine the the ultimate load
assignment considering both live load and dead load for the following floor beams, C1C2,
C2C5, C5C8, C1C4, and floor beams B2. Use NSCP 2015
4M BL
CA
4m 81
2.5m
Basic
5m
B1
Floor
B2
07 2.5m
Areal
Residential
B1
Residential/Storage
B2
81
5m
B1
+H
C5
B1
C8
Sm
Libra/Reading
132
B1
2.5m
B1
+Co
Given:
• Cross-sectional Areas of Girders & Floor beams:
= 24760 mm²
]
9280 mm² I-Beams
2
• Concrete Mr. Slab Thickness = 125mm
• Interior Partition
walls along
4m
4m
AB1
AB2
the floor beams.
Structural Steel
=
masonry
Thickness - 100 mm; Height = 3.5m
Masonry walls along girders.
thickness = 125 mm
height
3.5m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F87b44183-15cd-4919-8f3a-68753f7cd756%2F25702e44-77b4-44d7-9fdd-ab93d025a325%2Fzh94tcr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem set 01 - Coursework Activity #01 : Fundamentals of Structures / Load Analysis
Shown below a floor framing plan for a ground floor area. Determine the the ultimate load
assignment considering both live load and dead load for the following floor beams, C1C2,
C2C5, C5C8, C1C4, and floor beams B2. Use NSCP 2015
4M BL
CA
4m 81
2.5m
Basic
5m
B1
Floor
B2
07 2.5m
Areal
Residential
B1
Residential/Storage
B2
81
5m
B1
+H
C5
B1
C8
Sm
Libra/Reading
132
B1
2.5m
B1
+Co
Given:
• Cross-sectional Areas of Girders & Floor beams:
= 24760 mm²
]
9280 mm² I-Beams
2
• Concrete Mr. Slab Thickness = 125mm
• Interior Partition
walls along
4m
4m
AB1
AB2
the floor beams.
Structural Steel
=
masonry
Thickness - 100 mm; Height = 3.5m
Masonry walls along girders.
thickness = 125 mm
height
3.5m
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