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simple design problem.

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\n

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A timber beam is simply supported and has a span l = {span_l} meters. It has a rectangular cross section with width b = {width_b} millimeters. The height of the beam in milimeters must be chosen such that the beam sustains the loads q = {disload_q} kN/m and G = {sinload_G} kN. The timber bending strength is given with {strength_f} MPa.

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Solution comes here...

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The span of the beam.

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What is the minimum height of the beam in Millimeters?

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