Moment diagrams.14. (a) A timber beam of rectangular section is to support a load of 20KN/M uniformly distributed oua span of 3.6 m. If the depth of the section is to be twice the width and the stress in the smis not to exceed 7N/mm2. find the dimensions of the beam.(or)(b) A timber beam 150x 300 mm in section, supports a central point load on a span of 4 m. If themax bending stress is 8 N/mm2, what is the max deflection. Take E=0.1x 10 N/mm2alanod bu a hallow shaft. The ratio external dia to internal

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Moment diagrams. 14. (a) A timber beam of rectangular section is to support a load of 20KN/M uniformly distributed o a span of 3.6m. If the depth of the section is to be twice the width and the stress in the e is not to exceed 7N/mm2. find the dimensions of the beam.

Moment diagrams. 14. (a) A timber beam of rectangular section is to support a load of 20KN/M uniformly distributed o a span of 3.6m. If the depth of the section is to be twice the width and the stress in the e is not to exceed 7N/mm2. find the dimensions of the beam.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

Moment diagrams.
14. (a) A timber beam of rectangular section is to support a load of 20KN/M uniformly distributed ou
a span of 3.6 m. If the depth of the section is to be twice the width and the stress in the sm
is not to exceed 7N/mm2. find the dimensions of the beam.
(or)
(b) A timber beam 150x 300 mm in section, supports a central point load on a span of 4 m. If the
max bending stress is 8 N/mm2, what is the max deflection. Take E=0.1x 10 N/mm2
alanod bu a hallow shaft. The ratio external dia to internal

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