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The floor framing plan shown carries superimposed deadload and live load. 1. Draw the load diagram of Gridline 1 for dead load. 2. Draw the load diagram of Gridline 1 using load combination μ = 1.2 D.L. + 1.6 L.L. 2 of 2 o Superimposed D.L. = 2. last digit of your student number KPa e.g. 2010-114849; Superimposed D.L. = 2.9 KPa Live lend=5. last digit of your student number KPa Qe10-114849; Live load = 5.9 KPa

The floor framing plan shown carries superimposed deadload and live load. 1. Draw the load diagram of Gridline 1 for dead load. 2. Draw the load diagram of Gridline 1 using load combination μ = 1.2 D.L. + 1.6 L.L. 2 of 2 o Superimposed D.L. = 2. last digit of your student number KPa e.g. 2010-114849; Superimposed D.L. = 2.9 KPa Live lend=5. last digit of your student number KPa Qe10-114849; Live load = 5.9 KPa

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Superimposed Deadload: 2.1 KPa
Live load: 5.1 KPa

1 5m 5m 2 B3 3m B2 B4 B4 B1 3m B3 B 3m B4 84 B1 3m. B1 B3 B1 The floor framing plan shown carries superimposed deadload and live load. 1. Draw the load diagram of Gridline 1 for dead load. 2. Draw the load diagram of Gridline 1 using load combination μ = 1.2 D.L. + 1.6 L.L. 3m 2 of 2 B4 B4 Q B1 B1 3m B3 B1: 300mm x 600mm B2: 250mm x 600mm B3: 300mm x 500mm B4: 200mm x 400mm Slab Thickness: 150 mm Superimposed D.L. = 2. last digit of your student number KPa e.g. 2010-114849; Superimposed D.L. = 2.9 KPa Live lead=5. last digit of your student number KPa De 10-114849; Live load = 5.9 KPa
Transcribed Image Text:1 5m 5m 2 B3 3m B2 B4 B4 B1 3m B3 B 3m B4 84 B1 3m. B1 B3 B1 The floor framing plan shown carries superimposed deadload and live load. 1. Draw the load diagram of Gridline 1 for dead load. 2. Draw the load diagram of Gridline 1 using load combination μ = 1.2 D.L. + 1.6 L.L. 3m 2 of 2 B4 B4 Q B1 B1 3m B3 B1: 300mm x 600mm B2: 250mm x 600mm B3: 300mm x 500mm B4: 200mm x 400mm Slab Thickness: 150 mm Superimposed D.L. = 2. last digit of your student number KPa e.g. 2010-114849; Superimposed D.L. = 2.9 KPa Live lead=5. last digit of your student number KPa De 10-114849; Live load = 5.9 KPa
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