Perform the Seismic Analysis of the Pulo Senior Hgh School bldg. and consider the following: V Regular Structure both vertical and horizontal configurations Lateral dimensions = 56m x 12m V3 storey bldg. with uniform 2.5-m storey height VApproximate weight of each storey 2,000 kN VMade of Ordinary RC Moment Resisting Frame VLocation: National Road, Pulo, Cabuyao City, Laguna, Philippines (9.2km from West Valley Fault) Required: a.) Determine the maximum limit for design base shear in KN. Round your final answer in 2 decimal places. b.) Determine the minimum limit for design base shear in KN. Round your final answer in 2 decimal places. c.) Determine the design base shear in KN. Round your final answer in 2 decimal places. Rlank 1
Perform the Seismic Analysis of the Pulo Senior Hgh School bldg. and consider the following: V Regular Structure both vertical and horizontal configurations Lateral dimensions = 56m x 12m V3 storey bldg. with uniform 2.5-m storey height VApproximate weight of each storey 2,000 kN VMade of Ordinary RC Moment Resisting Frame VLocation: National Road, Pulo, Cabuyao City, Laguna, Philippines (9.2km from West Valley Fault) Required: a.) Determine the maximum limit for design base shear in KN. Round your final answer in 2 decimal places. b.) Determine the minimum limit for design base shear in KN. Round your final answer in 2 decimal places. c.) Determine the design base shear in KN. Round your final answer in 2 decimal places. Rlank 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Perform the Seismic Analysis of the Pulo Senior Hgh School bldg. and consider the following:
V Regular Structure both vertical and horizontal configurations
VLateral dimensions = 56m x 12m
3 storey bldg. with uniform 2.5-m storey height
VApproximate weight of each storey 2,000 kN
VMade of Ordinary RC Moment Resisting Frame
VLocation: National Road, Pulo, Cabuyao City, Laguna, Philippines (9.2km from West Valley Fault)
Required:
a.) Determine the maximum limit for design base shear in KN. Round your final answer in 2 decimal places.
b.) Determine the minimum limit for design base shear in KN. Round your final answer in 2 decimal places.
c.) Determine the design base shear in KN. Round your final answer in 2 decimal places.
Blank 1](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5ee05d5d-2512-4d9b-b3b5-c7f86a6b1dbb%2F06c39864-21b9-4289-93ed-cc96917eae2b%2Fxj48tbj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Perform the Seismic Analysis of the Pulo Senior Hgh School bldg. and consider the following:
V Regular Structure both vertical and horizontal configurations
VLateral dimensions = 56m x 12m
3 storey bldg. with uniform 2.5-m storey height
VApproximate weight of each storey 2,000 kN
VMade of Ordinary RC Moment Resisting Frame
VLocation: National Road, Pulo, Cabuyao City, Laguna, Philippines (9.2km from West Valley Fault)
Required:
a.) Determine the maximum limit for design base shear in KN. Round your final answer in 2 decimal places.
b.) Determine the minimum limit for design base shear in KN. Round your final answer in 2 decimal places.
c.) Determine the design base shear in KN. Round your final answer in 2 decimal places.
Blank 1
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