A HSS12 x 8 x 1/2 standard steel shape is used to support the loads shown. Assume WAE = 5.8 kips/ft, wEF = 2.6 kips/ft, P 14 kips, Mc = 73 kip-ft, LAB = 5.2 ft, LBC = 6.5 ft, LCD = 4.0 ft, LDE = 7.4 ft, and LEF = 8.4 ft. The shape is oriented so that bending occurs about the strong axis. Determine the magnitude of the maximum bending stress in the beam. WAE WEF - X • C Mc D E F A LEF to LAB LBC LCD LDE Answer: ksi Omax i

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A HSS12 x 8 x 1/2 standard steel shape is used to support the loads shown. Assume wAE = 5.8 kips/ft, wEF = 2.6 kips/ft, P = 14 kips,
= 73 kip-ft, LAB = 5.2 ft, LBc = 6.5 ft, LCD = 4.0 ft, LDE = 7.4 ft, and LEF = 8.4 ft. The shape is oriented so that bending occurs about
Mc
the strong axis. Determine the magnitude of the maximum bending stress in the beam.
WAE
WEF
-
E
F
Mc
LAB
LBCLCD
LDE
LEF
Answer:
i
ksi
Omax
Transcribed Image Text:A HSS12 x 8 x 1/2 standard steel shape is used to support the loads shown. Assume wAE = 5.8 kips/ft, wEF = 2.6 kips/ft, P = 14 kips, = 73 kip-ft, LAB = 5.2 ft, LBc = 6.5 ft, LCD = 4.0 ft, LDE = 7.4 ft, and LEF = 8.4 ft. The shape is oriented so that bending occurs about Mc the strong axis. Determine the magnitude of the maximum bending stress in the beam. WAE WEF - E F Mc LAB LBCLCD LDE LEF Answer: i ksi Omax
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