e LRFD design tensile strength and the ASD allowable design tensile strength t
e LRFD design tensile strength and the ASD allowable design tensile strength t
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. Determine the LRFD design tensile strength and the ASD allowable design tensile strength for a
w10x45 with two lines of 20mm dia. bolts in each flange using A572 Grade 50 steel and the NSCP 2015
Specification. There are assumed to be at least three bolts in each line 100mm on center and the bolts
are not staggered with respect to each other. Consider yielding of the gross section and fracture of the
net section. Neglect block shear.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb6d3b4c5-e62f-4d2a-93b4-92891b915748%2F4a3e8a66-f546-496b-aecf-649bb2098eaf%2Fbh58hsj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. Determine the LRFD design tensile strength and the ASD allowable design tensile strength for a
w10x45 with two lines of 20mm dia. bolts in each flange using A572 Grade 50 steel and the NSCP 2015
Specification. There are assumed to be at least three bolts in each line 100mm on center and the bolts
are not staggered with respect to each other. Consider yielding of the gross section and fracture of the
net section. Neglect block shear.
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