5. A timber joist of 95mm x 450 mm are placed on a spacing of 0.50m on centers. Given that their end rest upon steel beams of 150mm flange width and on a 6.5m on centers. Compute the maximum allowable working load per sqm. that the joist could carry including the weight of the floor and joists. Ew = 11GPA. a. So that it will not exceed the allowable bending stress of 16MPA. 95mm b. So that it will not exceed the allowable shearing stress of 0.7MPa. c. So that it will not exceed the allowable deflection of 1/360 of the span. 450 mm 0.50 0.50 0.50 0.50

5. A timber joist of 95mm x 450 mm are placed on a spacing of 0.50m on centers. Given that their end rest upon steel beams of 150mm flange width and on a 6.5m on centers. Compute the maximum allowable working load per sqm. that the joist could carry including the weight of the floor and joists. Ew = 11GPA. a. So that it will not exceed the allowable bending stress of 16MPA. 95mm b. So that it will not exceed the allowable shearing stress of 0.7MPa. c. So that it will not exceed the allowable deflection of 1/360 of the span. 450 mm 0.50 0.50 0.50 0.50

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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