Given a proposed six-story (12 meters by 18 meters) City Library which is to be constructed in the Province of Benguet (site to fault distance of 7.1 km from a fault line-assume seismic source type B). It is designed under reinforced concrete with special moment-resisting frames. Assume an average regular weight per floor area to be 10.5 KPa while the roof deck weighs 8 KPa per floor area. The regular floor-to-floor height is 3.20 m. a. Design Base Shear b. Vertical storey forces in each level. c. Shear force per floor level and the overturning moment per floor level

Given a proposed six-story (12 meters by 18 meters) City Library which is to be constructed in the Province of Benguet (site to fault distance of 7.1 km from a fault line-assume seismic source type B). It is designed under reinforced concrete with special moment-resisting frames. Assume an average regular weight per floor area to be 10.5 KPa while the roof deck weighs 8 KPa per floor area. The regular floor-to-floor height is 3.20 m. a. Design Base Shear b. Vertical storey forces in each level. c. Shear force per floor level and the overturning moment per floor level

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter29: Design Criteria For Structural Loading

Section: Chapter Questions

Problem 29.3Q

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