Correct Answer are : 1. D. 1102. F. 121,0003. I. 5.324. O. 6.785. S. 10.266. 17.24 The manufactured wood beam carries the concentrated loads as shown in the figure.20 mm80 mmЗР- 2 mP2 mgluedjointВ160 mm- ΝΑA1.0 m1.0 m20 mm1.Calculate the depth of neutral axis (mm) of the beam section from the bottom.А) 60В) 70C) 80D) 1102.Calculate the maximum static moment of area the section about the neutral axis inmm³.E) 96,000What is the maximum safe value of P in kN so that the maximum bending stressF) 121,000G) 75,000H) 304,0003.will not exceed its working stress of 24 MPa in tension under negative bending?I) 5.32J) 3.39К) 6.78L) 2.664.What is the maximum safe value of P in kN so that the maximum bending stresswill not exceed its working stress of 24 MPa in tension under positive bending?M) 5.32N) 3.390) 6.78P) 2.665.What is the maximum safe value of P in kN so that the maximum shear stress inthe wood will not exceed its working stress of 6 MPa?Q) 13.68R) 8.21S) 10.26T) 6.846.What is the maximum safe value of P in kN so that the shear stress in the glue willnot exceed its working stress of 8 MPa?U) 6.46V) 12.93W) 21.55X) 17.24

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Answered: 80 mm 20 mm | 3P glued joint · NA 2 m 2…

Engineering

Civil Engineering

80 mm 20 mm | 3P glued joint · NA 2 m 2 m 160 mm В 1.0 m 1.0 m -le 20 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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