Engineering Fundamentals
Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Chapter 14, Problem 32P
To determine

Create a custom-made dialog box for the power requirement to overcome air resistance for a car using VBA.

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Properties of L 152 x 152 x 11.1 A = 3280 mm² d = 152 mm t = 11.1 mm x = 41.9 mm Ix=7.33 x 10 mm⭑ Iy = 7.33 x 10 mm Zx=119 x 103 mm³ Sx = 66.5 x 103 mm³ P ° ° ° ° ° ° ° ° P Shown in figure PSAD-021 is a truss joint detail. It makes use of two rows of 22-mm bolts. The members are L 152 x 152 x 11.1 made of A36. The plate connecting the members is a 9mm-thick A36 plate (Fy = 36 ksi, Fu = 58 ksi). Assume that U = 0.85, ignore 85% limit of net area. Determine the effective net area of the section. Determine the allowable capacity of the connection.
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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