A single span beam which carries a uniform load of 30kN/m has an unsupported span of 5m. It is made up of yakal 150mm x 300mm wooden section. It is subjected to a compressive load of 300kN at its centroid. Allowable stresses of Yakal using 80% stress grade: Bending and tension parallel to the grain = 24.5Mpa Modulus of Elasticity in Bending -9780Mpa Compression parallel to the grain -15.8Mpa Compression perpendicular to the grain -6.27Mpa Shear parallel to the grain -2.49Mpa The beam is fixed at both ends What is the ratio of combined stresses and indicate if the beam is safe, unsafe.
A single span beam which carries a uniform load of 30kN/m has an unsupported span of 5m. It is made up of yakal 150mm x 300mm wooden section. It is subjected to a compressive load of 300kN at its centroid. Allowable stresses of Yakal using 80% stress grade: Bending and tension parallel to the grain = 24.5Mpa Modulus of Elasticity in Bending -9780Mpa Compression parallel to the grain -15.8Mpa Compression perpendicular to the grain -6.27Mpa Shear parallel to the grain -2.49Mpa The beam is fixed at both ends What is the ratio of combined stresses and indicate if the beam is safe, unsafe.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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