Design a 12 ft long, single-angle tension member to support a live load of 45 kips...
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Design a 12 ft long, single-angle tension member to support a live load of 45 kips and a dead load of 15 kips (L/D= 3). The member is to be connected through one leg. Estimate three bolts in a single line. Use A36 steel and limit the slenderness ratio to 300. Consider yield and net section rupture, and design by (a) LRFD and (b) ASD. Design a 12 ft long, single-angle tension member to support a live load of 45 kips and a dead load of 15 kips (L/D= 3). The member is to be connected through one leg. Estimate three bolts in a single line. Use A36 steel and limit the slenderness ratio to 300. Consider yield and net section rupture, and design by (a) LRFD and (b) ASD.
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Related Book For
Vector Mechanics for Engineers Statics and Dynamics
ISBN: 978-0073212227
8th Edition
Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell
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