Maurice Tutor

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Category > Computer Science Posted 27 Jul 2017 My Price 2.00

kips of dead-load moment

A W18 × 50 beam is connected to a W14 × 99 column. To transfer moment, plates are bolted to the beam flanges. The service-load moment to be transferred is 180 ft-kips, consisting of 45 ft-kips of dead-load moment and 135 ft-kips of live-load moment. The bolts are 7⁄8-inch-diameter Group A, type N, and eight bolts are used in each flange. Do these bolts have enough shear strength?

 

a. Use LRFD.

b. Use ASD.

Answers

Maurice Tutor
(5)
Status NEW Posted 27 Jul 2017 11:07 AM My Price 2.00

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