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KLx = 22 ²+ W14×120 A992 Ag = 35.3 in ² d = 14.5" Iw= 0.59 bf= 2tf √x = 6,24" = 78 h tw kly = 12 bp=147 tp=0.94 = 19.3 ry = 3.74 what is & Pn= ? 100422-2 ft Enoitiens1 Ispitno 08:15

KLx = 22 ²+ W14×120 A992 Ag = 35.3 in ² d = 14.5" Iw= 0.59 bf= 2tf √x = 6,24" = 78 h tw kly = 12 bp=147 tp=0.94 = 19.3 ry = 3.74 what is & Pn= ? 100422-2 ft Enoitiens1 Ispitno 08:15

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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KLx = 22 ²+ W14×120 A992 Ag = 35.3 in ² d = 14.5" Iw= 0.59 bf= 2tf √x = 6,24" = 78 h tw kly = 12 bp=147 tp=0.94 = 19.3 ry = 3.74 what is & Pn= ? 100422-2 ft Enoitiens1 Ispitno 08:15
Transcribed Image Text:KLx = 22 ²+ W14×120 A992 Ag = 35.3 in ² d = 14.5" Iw= 0.59 bf= 2tf √x = 6,24" = 78 h tw kly = 12 bp=147 tp=0.94 = 19.3 ry = 3.74 what is & Pn= ? 100422-2 ft Enoitiens1 Ispitno 08:15
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