Mastering Engineering With Pearson Etext -- Standalone Access Card -- For Structural Analysis
Mastering Engineering With Pearson Etext -- Standalone Access Card -- For Structural Analysis
10th Edition
ISBN: 9780134701455
Author: HIBBELER
Publisher: PEARSON
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Chapter 1, Problem 1.13P

A four-story office building has interior columns spaced 30 ft apart in two perpendicular directions. If the flat-roof live loading is estimated to be 30 lb/ft2, determine the reduced live load supported by a typical interior column located at ground level.

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A two-story office building shown in the photo has interior columns that are spaced 22 ft apart in two perpendicular directions. If the (flat) roof loading is 20 lb/ft2, determine the reduced live load supported by a typical interior column located at ground level.
A three-story hotel has interior columns that are spaced 20 ft apart in two perpendicular directions. If the loading on the flat roof is estimated to be 30 lb/ft2, determine the live load supported by a typical interior column at (a) the ground-floor level, and (b) the secondfloor level.
A four-story office building has interior columns spaced 30ft apart in two perpendicular directions. If the flat-roof live loading is estimated to be 30lb/ft2, determine the reduced live load supported by a typical interior column located at graound level.
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