Problem set 01 - Coursework Activity #01 : Fundamentals of Structures / Load AnalysisShown below a floor framing plan for a ground floor area. Determine the the ultimate loadassignment considering both live load and dead load for the following floor beams, C1C2,C2C5, C5C8, C1C4, and floor beams B2. Use NSCP 20154M BLCA4m 812.5mBasic5mB1FloorB207 2.5mArealResidentialB1Residential/StorageB2815mB1+HC5B1C8SmLibra/Reading132B12.5mB1+CoGiven:• Cross-sectional Areas of Girders & Floor beams:= 24760 mm²]9280 mm² I-Beams2• Concrete Mr. Slab Thickness = 125mm• Interior Partitionwalls along4m4mAB1AB2the floor beams.Structural Steel=masonryThickness - 100 mm; Height = 3.5mMasonry walls along girders.thickness = 125 mmheight3.5m

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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

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

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter32: Drawing Framing Plans

Section: Chapter Questions

Problem 32.1Q: What are the two major methods of determining lateral loads?

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Question

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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Step 6 Load assignment on beam C1C2

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