Design the width of a wooden beam if the depth is 380 mm, consider a simple span beam of 5 m in length. The beam carries a uniform load of 7.0 KN/m and its own weight of 6.0 KN/m³, Its allowable bending and shearing stresses are 10.6 MPa and 0.70 MPa respectively. Assume b to 2/3 of depth Consider Size Factor Adjustment 7 KN/m 5 m 0+ d = 380 b = ? mm
Design the width of a wooden beam if the depth is 380 mm, consider a simple span beam of 5 m in length. The beam carries a uniform load of 7.0 KN/m and its own weight of 6.0 KN/m³, Its allowable bending and shearing stresses are 10.6 MPa and 0.70 MPa respectively. Assume b to 2/3 of depth Consider Size Factor Adjustment 7 KN/m 5 m 0+ d = 380 b = ? mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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