A timber beam of rectangular cross section 250 mm depth x 50 mm width is simply supported over a span of 3 m. If the per
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A timber beam of rectangular cross section 250 mm depth x 50 mm width is simply supported over a span of 3 m. If the per
A timber beam of rectangular cross section 250 mm depth x 50 mm width is simply supported over a span of 3 m. If the permissible bending stress is 5 MPa determine the maximum allowable point load (not uniform load) that the beam may carry if the load is applied at midspan.
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