Foundation Design: Principles and Practices (3rd Edition)
Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Chapter 5, Problem 5.17QPP
To determine

The allowable total and differential settlements of the given building.

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A seven-story steel-frame office building will have columns spaced 7 m on-center and will havetypical interior and exterior finishes. Determine the allowable total and differential settlementsfor this building.
A 40 ft * 60 ft one-story agricultural storage building will have corrugated steel siding and nointerior finish or interior columns. However, it will have two 20 ft wide roll-up doors. Determinethe allowable total and differential settlement for this building.
Q. As the Structural Engineer of ABC Engineering Consulting firm, you are required to design a residential building. The architectural drawing is a residential apartment with one (1) suspended floor and a roof slab. The elements of the building are casted monolithically. The design life of the building is 50 years and the fire resistant requirement is 1 hour. Use the given data below, design and provide sketches of all the structural elements of the building except the foundation. Given Data: Floor to floor height is 3300 mm. Nominal cover (Cm) = 30 mm f, = 500 N/mm. Fa = 25 N/mm? Concrete unit wt. = 25 kN/mm. Characteristic variable actions = 2 kN/m. Floor finishes, ceiling and services = 1.5 kN/m?. Assume all other parameters not given.
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