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A floor system is supported by 75 mm x 200 mm wood joists 400 spaced 400mm 0.c. with the span of 3m. The total floor load trans- mitted to the joists is 5 kPa, compute the maximum bending stress and initial deflection. Use E = 12 x10³ MPa, wood density = 6.30 KN

A floor system is supported by 75 mm x 200 mm wood joists 400 spaced 400mm 0.c. with the span of 3m. The total floor load trans- mitted to the joists is 5 kPa, compute the maximum bending stress and initial deflection. Use E = 12 x10³ MPa, wood density = 6.30 KN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2. A floor system is supported by 75 mm x 200 mm wood joists 400 spaced 400mm 0.c. with the span of 3m. The total floor load trans- mitted to the joists is 5 kPa, compute the maximum bending stress and initial deflection. Use E = 12X10³ MPa, wood density = 6.30 KN Ri TRIBUTARY AREA 777777 W = KN/M 3m R2 400 400
Transcribed Image Text:2. A floor system is supported by 75 mm x 200 mm wood joists 400 spaced 400mm 0.c. with the span of 3m. The total floor load trans- mitted to the joists is 5 kPa, compute the maximum bending stress and initial deflection. Use E = 12X10³ MPa, wood density = 6.30 KN Ri TRIBUTARY AREA 777777 W = KN/M 3m R2 400 400
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