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. The welded connection shown in the figure uses electrodes E70XX. The nominal  weld strength of the connection is:   a 184.40 kN b 245.87 kN c 430.27 kN d 485.59 kN   18. For the connection shown in problem 17, the LRFD design strength is:   a 322.70 kN b 364.19 kN c 387.24 kN d 437.03 kN

. The welded connection shown in the figure uses electrodes E70XX. The nominal  weld strength of the connection is:   a 184.40 kN b 245.87 kN c 430.27 kN d 485.59 kN   18. For the connection shown in problem 17, the LRFD design strength is:   a 322.70 kN b 364.19 kN c 387.24 kN d 437.03 kN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 17. The welded connection shown in the figure uses electrodes E70XX. The nominal  weld strength of the connection is:
 
a 184.40 kN
b 245.87 kN
c 430.27 kN
d 485.59 kN
 
18. For the connection shown in problem 17, the LRFD design strength is:
 
a 322.70 kN
b 364.19 kN
c 387.24 kN
d 437.03 kN
 
19. For the connection shown in problem 17, the ASD al strength is:
 
a 215.14 kN
b 242.80 kN
c 322.70 kN
d 387.24 kN
6 mm 100 mm 9.5 mm plate 150 mm
Transcribed Image Text:6 mm 100 mm 9.5 mm plate 150 mm
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