Q2) Design by LRFD maximum si.. side SMAW fillet welds required to develop heloads PD100 k and P-80 k for an L8 X 4 X ½ using E70 electrodes and Fy-50 ksi%3Dsteel. The member is connected on the sides of the 8-in leg and is subject to alternaloads.L8 X 4 X½ (A= 5.80 in', y-2.84 in) ia (WAagednsteniodow rlo bided er

The given data is shown below: PD=100kPL=80kL8×4×12Fy=50 ksi

Q2) Design by LRFD maximum si.. side SMAW fillet welds required to develop the Toads PD = 100 k and P=80 k for an L8 X 4 X ½. using E70 electrodes and F-50 kSI steel. The member is connected on the sides of the 8-in leg and is subject to alterna loads. L8 X 4 X½ (A= 5.80 in?, y-2.84 in)

Q2) Design by LRFD maximum si.. side SMAW fillet welds required to develop the Toads PD = 100 k and P=80 k for an L8 X 4 X ½. using E70 electrodes and F-50 kSI steel. The member is connected on the sides of the 8-in leg and is subject to alterna loads. L8 X 4 X½ (A= 5.80 in?, y-2.84 in)

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 7.11.1P

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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Q2) Design by LRFD maximum si.. side SMAW fillet welds required to develop he
loads PD
100 k and P-80 k for an L8 X 4 X ½ using E70 electrodes and Fy-50 ksi
%3D
steel. The member is connected on the sides of the 8-in leg and is subject to alterna
loads.
L8 X 4 X½ (A= 5.80 in', y-2.84 in) ia (WA
agednste
nio
dow rlo bided er

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