120 mm10 kN/mAB-5 mFormül;TTmaks=TL%3D2 =÷(1– 0,630b/a)M-(Izy .z- ly .y) + M,(1..z– lzy.y)Iz.ly – lzy²Gab²Czab³G' 5>5için q = cz =МуO =- T =VQIt2tAOx + dy x- dy cos20 + TrySsin20 , Jort =Ox + dy tan28, =2rxy2Ty =-sin20 + Tgycos20, Omaks.min -2+ ryTmaks =As den = 12 MPa ve tem = 09 MPa for the beam shown in the figure, determine theminimum height h in the loading condition.O 347,22 mmO 338,51 mmO 352,35 mmO 372,39 mmO 360,84 mm

The maximum bending moment in a simply supported beam with uniformly distributed load - M=wL28 where…

120 mm 10 kN/m B 5 m Format TL GyabGSkin -j1-0630b/a) My It - , cos20 + Taysin2e. ut =*, tan20, - sin20 + Tycos20, nakmin ma As Cen = 12 MPa ve Tem = 09 MPa for the beam shown in the figure, determine the minimum height h in the loading condition. 347.22 mm 338.51 mm 352.35 mm 372.39 mm 360.84 mm

120 mm 10 kN/m B 5 m Format TL GyabGSkin -j1-0630b/a) My It - , cos20 + Taysin2e. ut =*, tan20, - sin20 + Tycos20, nakmin ma As Cen = 12 MPa ve Tem = 09 MPa for the beam shown in the figure, determine the minimum height h in the loading condition. 347.22 mm 338.51 mm 352.35 mm 372.39 mm 360.84 mm

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

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

120 mm
10 kN/m
A
B
-5 m
Formül;
T
Tmaks=
TL
%3D
2 =÷(1– 0,630b/a)
M-(Izy .z- ly .y) + M,(1..z– lzy.y)
Iz.ly – lzy²
Gab²
Czab³G' 5>5için q = cz =
Му
O =- T =
VQ
It
2tA
Ox + dy x- dy cos20 + TrySsin20 , Jort =
Ox + dy tan28, =
2rxy
2
Ty =-
sin20 + Tgycos20, Omaks.min -
2
+ ry
Tmaks =
As den = 12 MPa ve tem = 09 MPa for the beam shown in the figure, determine the
minimum height h in the loading condition.
O 347,22 mm
O 338,51 mm
O 352,35 mm
O 372,39 mm
O 360,84 mm

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