PROBLEM 2. Determine the maximum tensile force that the given W 360 x 110 section could carry. Fy = 276 Mpa. Use AISC/NSCP Specs. dh 83 97 97 93 154.3 9₁ FF 104-3 -9₁ O O O O 0 0 913 O 69 03 63 63 69 mm I 20 mm Ø rivet T

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 2. Determine the maximum tensile force that the given W
360 x 110 section could carry. Fy = 276 Mpa. Use AISC/NSCP Specs.
154
20 mm Ø rivet
1613
83
dh
tw
47
91
97
3 104-3
*9,
69 03 63 09 G9 mm
Transcribed Image Text:PROBLEM 2. Determine the maximum tensile force that the given W 360 x 110 section could carry. Fy = 276 Mpa. Use AISC/NSCP Specs. 154 20 mm Ø rivet 1613 83 dh tw 47 91 97 3 104-3 *9, 69 03 63 09 G9 mm
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