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Homework - Bending Stress A 16-foot-long (4.88m) single overhang beam is loaded as shown. Assuming a W8 x 35 (W200x52), determine the maximum bending stress developed. (F =22 ksi or 150 MPa) a. English units P = 6k (26.7kN) c) = 3k/ft (43.8kN/m) B W8x35; (I,- 127 in.', S, -31.2 in., d = 8.12", c = 4.06") 4' 4' (1.22m) (1.22m) 8' (2.44m) b. Metric units S.I Metric W200x52 (F-150 MPa) (I,-52.8x10 mm², S, -512x10 mm²=512x10 m³, d = 206mm, c=103mm)

Homework - Bending Stress A 16-foot-long (4.88m) single overhang beam is loaded as shown. Assuming a W8 x 35 (W200x52), determine the maximum bending stress developed. (F =22 ksi or 150 MPa) a. English units P = 6k (26.7kN) c) = 3k/ft (43.8kN/m) B W8x35; (I,- 127 in.', S, -31.2 in., d = 8.12", c = 4.06") 4' 4' (1.22m) (1.22m) 8' (2.44m) b. Metric units S.I Metric W200x52 (F-150 MPa) (I,-52.8x10 mm², S, -512x10 mm²=512x10 m³, d = 206mm, c=103mm)

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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Homework - Bending Stress A 16-foot-long (4.88m) single overhang beam is loaded as shown. Assuming a W8 x 35 (W200x52), determine the maximum bending stress developed. (F =22 ksi or 150 MPa) a. English units P = 6k (26.7kN) c) = 3k/ft (43.8kN/m) B W8x35; (I,- 127 in.', S, -31.2 in., d = 8.12", c = 4.06") 4' 4' (1.22m) (1.22m) 8' (2.44m) b. Metric units S.I Metric W200x52 (F-150 MPa) (I,-52.8x10 mm², S, -512x10 mm²=512x10 m³, d = 206mm, c=103mm)
Transcribed Image Text:Homework - Bending Stress A 16-foot-long (4.88m) single overhang beam is loaded as shown. Assuming a W8 x 35 (W200x52), determine the maximum bending stress developed. (F =22 ksi or 150 MPa) a. English units P = 6k (26.7kN) c) = 3k/ft (43.8kN/m) B W8x35; (I,- 127 in.', S, -31.2 in., d = 8.12", c = 4.06") 4' 4' (1.22m) (1.22m) 8' (2.44m) b. Metric units S.I Metric W200x52 (F-150 MPa) (I,-52.8x10 mm², S, -512x10 mm²=512x10 m³, d = 206mm, c=103mm)
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