Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Chapter 16, Problem 16.5P
To determine

The structure stiffness matrix for the frame.

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A floor consists of 8 steel beams/girders supporting three 1-way slab panels. The   beams are supported on 6 columns around the perimeter of the roof. The roof is   subjected to a uniform pressure of 150 psf . All beams and girders weigh 90lb//ft.   Use free-body diagrams and statics equations to determine the load and reactions   on all the beams (Beam 1, 2, 3 and 4), girders (Girders 1 and 2), and columns   (Columns 1, 2 and 3).   (we only focused on one-way slabs in the class + pls include FBDs)
Design an intake tower with gates meet the following requirement: • Normal water surface elevation = 100 m mean sea level • Max. reservoir elevation = 106 m msl • Min. reservoir elevation = 90 m msl • Bottom elevation = 81m msl • Flow rate=57369.6 m³/day.. Velocity = 0.083 m/s ⚫c=0.6, Density for water =1000 kg/m³. Density for concrete =2310 kg/m³ Estimate water elevation that make safety factor =1 ร 4 m Uppr gate 2m 1 m Lower gate 2m Gate 6m 2m 4 m ร 2 m wz
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