answer num 2. FSIMPLE STRESSES2. Based on Problem No. 1,determine the shear stress in thegrain of the timber column.3.0040°a 15 KN/m1. The beam shown in the figurecarries distributed loads. Design thesquare (a x a) cross-section of thetimber columns of the beam.Column A has the same dimensions1.50 m3 m1 m10 KN/m1 mas Column B. The strength of thecolumn is 80 MPa. Express thedimensions of the column in wholenumber.10 KN/mAВ

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F SIMPLE STRESSES 2. Based on Problem No. 1, determine the shear stress in the grain of the timber column. 3.00 40° a

International Edition---engineering Mechanics: Statics, 4th Edition

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ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

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Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

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Question

answer num 2.

F
SIMPLE STRESSES
2. Based on Problem No. 1,
determine the shear stress in the
grain of the timber column.
3.00
40°
a

15 KN/m
1. The beam shown in the figure
carries distributed loads. Design the
square (a x a) cross-section of the
timber columns of the beam.
Column A has the same dimensions
1.50 m
3 m
1 m
10 KN/m
1 m
as Column B. The strength of the
column is 80 MPa. Express the
dimensions of the column in whole
number.
10 KN/m
A
В

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