a)

b)

00000CE401121904

iD 250kN

200mm
+

=

100mm
‏بم‎

50011

Write a note on grouping of timber based on modulus of elasticity & extreme
fibre stress as per IS 883: 1994.

Design a Teak wood beam to carry a uniformly distributed load of 1511/17
including self weight of the beam. The beam is simply supported over a clear

span of 6m & the width of end bearings is 300mm.

मे मर मै मर

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