The beam shown in Figure P8.37 will be constructed from a standard steel W-shape using an allowable bending stress of 24 ksi. Assume Pe=4.5 kips, Pc-12.0 kips, Po-3.5 kips and a-5 ft. (a) Develop a list of five acceptable shapes that could be used for this beam. On this list, include the most economical W10, w12, W14, W16, and W18 shapes. (b) Select the most economical W shape for this beam. PB Pc Po C E Calculate A, and E, the vertical reaction forces at supports A and E, respectively. Answers: kips A kips E,

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam shown in Figure P8.37 will be constructed froma standard steel W-shape using an allowable bending stress of 24 ksi.
Assume Pe-4.5 kips, Pc=12.0 kips, Po-3.5 kips and a=5 ft.
(a) Develop a list of five acceptable shapes that could be used for this beam. On this list, include the most economical W10, W12,
W14, W16, and W18 shapes.
(b) Select the most economical W shape for this beam.
PB
Pc
Po
B
E
Calculate A, and E, the vertical reaction forces at supports A and E, respectively.
Answers:
kips
Ay
kips
E,
Transcribed Image Text:The beam shown in Figure P8.37 will be constructed froma standard steel W-shape using an allowable bending stress of 24 ksi. Assume Pe-4.5 kips, Pc=12.0 kips, Po-3.5 kips and a=5 ft. (a) Develop a list of five acceptable shapes that could be used for this beam. On this list, include the most economical W10, W12, W14, W16, and W18 shapes. (b) Select the most economical W shape for this beam. PB Pc Po B E Calculate A, and E, the vertical reaction forces at supports A and E, respectively. Answers: kips Ay kips E,
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