Solution Homework 10-4: Compute the net area of each of the given members.Use standard-size bolt holes for all problems.WT10.5 x 317/8 in bolts"7/8" & bolts-WT 10.5X31 (A = 9.13 IN², tus = 0.400 IN )

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Answered: Homework 10-4: Compute the net area of…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.4P

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Similar questions

Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 11 4 -inch-diameter bolts in each flange, as shown in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.
Select an American Standard Channel shape for the following tensile loads: dead load = 54 kips, live load = 80 kips, and wind load = 75 kips. The connection will be with longitudinal welds. Use an estimated shear lag factor of U = 0.85. (In a practical design, once the member was selected and the connection designed, the value of U would be computed and the member design could be revised if necessary.) The length is 17.5 ft. Use Fy=50 ksi and Fu=65 ksi. a. Use LRFD. b. Use ASD.
A plate is used as a bracket and is attached to a column flange, as shown in Figure P8.2-3. Use an elastic analysis and compute the maximum bolt shear force.

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Homework 10-4: Compute the net area of each of the given members. Use standard-size bolt holes for all problems. WT10.5 x 31 7/8 in bolts " 7/8" & bolts -WT 10.5X31 (A = 9.13 IN², tus = 0.400 IN )