Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 8, Problem 8.4.8P

Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.

Chapter 8, Problem 8.4.8P, Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused

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Determine the size of the weld using E60 electrode. Dead Load = 38 kip and LL = 95 kips (Service Loads) 10 in- 10 in- -10 in W = ?
A 4 x 4 x ½ - in. angle of A36 steel is to be welded to a plate with E70XX electrodes to develop the full tensile strength of the angle. Using 3/8-in. fillet welds, compute the design lengths for the welds on the two sides of angle, assuming development of tension on the full cross section of the angles.   GIVEN:   A = 3.75 in2 L1 = 10.94” L2 = 5.09”   IF only connected leg, L = 7.7”; 4.75 each side
Please answer the problem attached image.(using Nscp 2015) thank you

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

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