1. A two-storey residential house with special moment-resisting frame (SMRF) has the following information: Location: Palawan Soil profile type: Hard Rock Column height is 3.5m Weight of 2nd floor = 1000 KN Weight of Roof deck = 1350 KN 1. Compute the Design Base shear (KN) 2. Lateral Force on the second-floor level and Roof deck 3. Spectral acceleration at the roof deck
1. A two-storey residential house with special moment-resisting frame (SMRF) has the following information: Location: Palawan Soil profile type: Hard Rock Column height is 3.5m Weight of 2nd floor = 1000 KN Weight of Roof deck = 1350 KN 1. Compute the Design Base shear (KN) 2. Lateral Force on the second-floor level and Roof deck 3. Spectral acceleration at the roof deck
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. A two-storey residential house with special
moment-resisting frame (SMRF) has the following
information:
Location: Palawan
Soil profile type: Hard Rock
Column height is 3.5m
Weight of 2nd floor = 1000 KN
Weight of Roof deck = 1350 KN
1. Compute the Design Base shear (KN)
2. Lateral Force on the second-floor level and Roof
deck
3. Spectral acceleration at the roof deck
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