a. Use LRFD and design a welded connection for the bracket shown in Figure. All structural steel is A36. The horizontal 10inch dimension is a maximum. b. State why you think your weld size and configuration are best. 9" 10" (max) PD=6k PL = 30k 60° -1=3"

a. Use LRFD and design a welded connection for the bracket shown in Figure. All structural steel is A36. The horizontal 10inch dimension is a maximum. b. State why you think your weld size and configuration are best. 9" 10" (max) PD=6k PL = 30k 60° -1=3"

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.4.19P: a. Use LRFD and design a welded connection for the bracket shown in Figure P8.4-19. All structural...

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Question

a. Use LRFD and design a welded connection for the bracket shown in Figure. All structural steel is A36. The horizontal 10inch
dimension is a maximum. b. State why you think your weld size and configuration are best.
1
9"
10"
(max)
PD=6k
P₁ = 30 k
60°
t = 38"

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Step 1: (a) By allowable stress design:

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Step 2: Substitute 6 kips for D and 30 kips for L;

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Step 3: Calculate the value of the coefficient, C using part 8 of the manual:

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Step 4: Calculate the eccentricity occurring in x-direction substitute 9 in. for l;

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Step 5: Calculate the volume of metal weld:

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