5. a bolted lap joint shown in the figure below. The bolts are 20m in diameter in 23 mm holes. The plates are 12m thick X350 Allowable stress of Plates: Tenaion in gross area0.60Fy Tension in net area0.50 Fu Shear on Net Area 0.30Fu Yield Strength of plate, Fy 248 Npa Ultinate tensile strength of Plate. Fu400 Mpa x, Find the safe load P based on a- Gross area yielding b. net area rapture c. block shear 2 of 3 5.A bolted lap joint shown in the figure below. The boltsare 20nn in dianeter in 23 mm holes. The plates are 12mmthick.x1 = 33 manx2 - 76 manX3 = 50 anAllowable stress of Plates:Tension in gross area - 0.60FYTension in net area - 0.50 FuShear on Net Area = 0.30 FuYield Strength of plate, Fy = 248 MpaUitimate tensile strength of Plate, Fu = 400 MpaFind the safe load P based on,a. Gross area yieldingb. net area rapturec. block shear3 of 3

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5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The plates are 12mm thick. x1 - 33 nn x2 - 76 nm X3 - 50 an Allowable stress of Plates: Tenaion in groas area - 0.60Fy Tenslon in net area - 0.50 ru Shear on Het Area- 0.30 Pu Yield Strength of plate, Fy 248 Mpa Ultinate tensile strength of Plate, Fu- 400 Mpa P. P. Find the safe load P based on, a. Grosa area yielding b. net area rapture e. block shear 2 of 2

5. A bolted lap joint shown in the figure below. The bolts are 20mn in dianeter in 23 mm holes. The plates are 12mm thick. x1 - 33 nn x2 - 76 nm X3 - 50 an Allowable stress of Plates: Tenaion in groas area - 0.60Fy Tenslon in net area - 0.50 ru Shear on Het Area- 0.30 Pu Yield Strength of plate, Fy 248 Mpa Ultinate tensile strength of Plate, Fu- 400 Mpa P. P. Find the safe load P based on, a. Grosa area yielding b. net area rapture e. block shear 2 of 2

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

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