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beam. b) Select the most economical (lightest) structural steel wide-flange section (W shape) for propped cantilever beam that supports the loads shown in Figure. Consider moment shear only. Assume A992 steel (Fy 50 ksi). Neglect the weight of the beam. The vert deflection at support B is zero. P-25 kips

beam. b) Select the most economical (lightest) structural steel wide-flange section (W shape) for propped cantilever beam that supports the loads shown in Figure. Consider moment shear only. Assume A992 steel (Fy 50 ksi). Neglect the weight of the beam. The vert deflection at support B is zero. P-25 kips

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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a) Explain the difference between statically determinate beam and statically indeterminate beam. b) Select the most economical (lightest) structural steel wide-flange section (W shape) for the propped cantilever beam that supports the loads shown in Figure. Consider moment and shear only. Assume A992 steel (Fy = 50 ksi). Neglect the weight of the beam. The vertical deflection at support B is zero. P = 25 kips w = 2.5 kips/ft A b=15 ft. a =10 ft.
Transcribed Image Text:a) Explain the difference between statically determinate beam and statically indeterminate beam. b) Select the most economical (lightest) structural steel wide-flange section (W shape) for the propped cantilever beam that supports the loads shown in Figure. Consider moment and shear only. Assume A992 steel (Fy = 50 ksi). Neglect the weight of the beam. The vertical deflection at support B is zero. P = 25 kips w = 2.5 kips/ft A b=15 ft. a =10 ft.
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