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Select a W12 section to resist PDL =130 kips and PLL = 110 kips. Member is 30 feet long. Assume A992 steel. Use bolts with 7/8-in diameter. Use AISC specifications on bolt holes. holes (+ 1/16-in on the nominal standard hole).  - NSCP 2015 Specifications - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted - Deformation at service loads is a design consideration. -Do not consider block shear, unless specifically requested -For bolts, consider the equivalent diameters in SI (check the table for nominal dimensions)

Select a W12 section to resist PDL =130 kips and PLL = 110 kips. Member is 30 feet long. Assume A992 steel. Use bolts with 7/8-in diameter. Use AISC specifications on bolt holes. holes (+ 1/16-in on the nominal standard hole).  - NSCP 2015 Specifications - Fy = 36 ksi and Fu = 58 ksi unless otherwise noted - Deformation at service loads is a design consideration. -Do not consider block shear, unless specifically requested -For bolts, consider the equivalent diameters in SI (check the table for nominal dimensions)

Construction Materials, Methods and Techniques (MindTap Course List)
Construction Materials, Methods and Techniques (MindTap Course List)
4th Edition
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:William P. Spence, Eva Kultermann
Chapter17: Steel Frame Construction
Section: Chapter Questions
Problem 6RQ
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Select a W12 section to resist PDL =130 kips and PLL = 110 kips. Member is 30 feet long. Assume A992 steel. Use bolts with 7/8-in diameter. Use AISC specifications on bolt holes. holes (+ 1/16-in on the nominal standard hole). 

- NSCP 2015 Specifications

- Fy = 36 ksi and Fu = 58 ksi unless otherwise noted

- Deformation at service loads is a design consideration.

-Do not consider block shear, unless specifically requested

-For bolts, consider the equivalent diameters in SI (check the table for nominal dimensions) 

-W12x??
Transcribed Image Text:-W12x??
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