0.3 m10 kN40 mm12 mm150 mm12 mm100 mm1.5 m200 mmFormal;Tmaks" CabTLGyab'G 25 için --(1- 0,630b/a)M,(1y.2-ly.y) + M,l,. z – lzy -y)14.ly - IyTVQItMy• d--2tAOx + dy Os-0y cos20 + Tysin20 , Oart- oy, tan20, -2ry22sin20 + Taycos20, Omaks.min+ r,2Tmakss =Find the shear stress at a state of the n-n section for opposing beam andloading in the figure.O 0,694 MPaO 0.942 MPaO1.258 MPaO 0.765 MPaO 1.123 MPa

To calculate the shear stress at point a of n-n section we need to calculate Area MOI about NA(I)…

10AN 40 12 i 190 12 100 mm 1.5m -200mm Form TL My M.(ly.-1, y) + M,-ly y) It ces2e+ tein2e. Curt 2 , tan28, - 2 Find the shear stress at a state of the n-n section for opposing beam and loading in the figure. 0.694 MPa 0,942 MPa 1.258 MPa 0.765 MPa 1,123 MPa

10AN 40 12 i 190 12 100 mm 1.5m -200mm Form TL My M.(ly.-1, y) + M,-ly y) It ces2e+ tein2e. Curt 2 , tan28, - 2 Find the shear stress at a state of the n-n section for opposing beam and loading in the figure. 0.694 MPa 0,942 MPa 1.258 MPa 0.765 MPa 1,123 MPa

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

0.3 m
10 kN
40 mm
12 mm
150 mm
12 mm
100 mm
1.5 m
200 mm
Formal;
Tmaks" Cab
TL
Gyab'G 25 için --(1- 0,630b/a)
M,(1y.2-ly.y) + M,l,. z – lzy -y)
14.ly - Iy
T
VQ
It
My
• d--
2tA
Ox + dy Os-0y cos20 + Tysin20 , Oart- oy, tan20, -
2ry
2
2
sin20 + Taycos20, Omaks.min
+ r,
2
Tmaks
s =
Find the shear stress at a state of the n-n section for opposing beam and
loading in the figure.
O 0,694 MPa
O 0.942 MPa
O
1.258 MPa
O 0.765 MPa
O 1.123 MPa

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