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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Superimposed Deadload: 2.1 KPa
Live load: 5.1 KPa
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