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

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...

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