Perform the Vertical Distribution (using ELF method) of the Base Shear (V=7,500KN) of a school bldg and consider the following: V6 storey bldg. storey height: GF 3.5m, 2F to 5F 3m, 6F = 2.5m VApproximate weight of each storey: GF = 5000KN, 2F to 5F = 4500KN, 6F = 4000KN VMade of Steel Moment Resisting Frame Required: The equivalent lateral forces acting on each storey in KN. Notes: Tabulate your solutions just like the sample problem. Round your final answers in 2 decimal places. No need to drawa Lateral Forces distribution diagram.Use manual computations, do not use MS Excel. Blank 1

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Perform the Vertical Distribution (using ELF method) of the Base Shear (V=7,500KN) of a school bldg and consider the following:
V6 storey bldg. storey height: GF 3.5m, 2F to 5F = 3m, 6F = 2.5m
VApproximate weight of each storey: GF 5000KN, 2F to 5F = 4500KN, 6F = 4000KN
VMade of Steel Moment Resisting Frame
Required: The equivalent lateral forces acting on each storey in KN.
Notes: Tabulate your solutions just like the sample problem. Round your final answers in 2 decimal places. No need to draw a
Lateral Forces distribution diagram.Use manual computations, do not use MS Excel.
Blank 1
Transcribed Image Text:Perform the Vertical Distribution (using ELF method) of the Base Shear (V=7,500KN) of a school bldg and consider the following: V6 storey bldg. storey height: GF 3.5m, 2F to 5F = 3m, 6F = 2.5m VApproximate weight of each storey: GF 5000KN, 2F to 5F = 4500KN, 6F = 4000KN VMade of Steel Moment Resisting Frame Required: The equivalent lateral forces acting on each storey in KN. Notes: Tabulate your solutions just like the sample problem. Round your final answers in 2 decimal places. No need to draw a Lateral Forces distribution diagram.Use manual computations, do not use MS Excel. Blank 1
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