Question

Question 3 0.5 pts A 2.7 m high wall consists of solid rectangular timber columns with cross-section 90 x 45 mm, equally spaced at 450 mm centres. The wall has plasterboard of mass 6 kg/m2 on both sides. Calculate the dead load of the wall per unit wall length. The unit mass of timber is 600 kg/m3. (Answer in N/m)

Answer 1

Dead load of the wall per unit length= 510.413 N/m.

5S0 450 * Wall consists of soliel Wall has plasten boand10m on both sides 1000mm Deadl loadl calculahon of wall pen unit lenath t Deadl 1oad of tmben colcumn: .. DL o-p Plasten board en wnit ooand pen m. len Slo. 413 N

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