SOLVE FOR NUMBER 4ONLY bending moment in the beam if the verticalreaction @ B is 30% of the verticalreaction @ support A.supporthighway loads: Golve forW= 60 kN/mP = 150KNDead loadN= 25 L/m3.Mmax onthe beam%3D%3DS0KNI I I JB8 solve for: the lication of4.& value of mmaximumdeflection in terms of EI.example: loc. 4.25m from A.A= 32%EI

Answered: Image /qna-images/answer/05191ad1-1d1c-4d51-b325-65ca2072420a.jpg

Answered: Wニ SOKN 20km II I JB solve for: the…

Wニ SOKN 20km II I JB solve for: the Cocation of Ivalue of maximum deflection in terms of EI. 4. 3m 5m example: loc. 4.25m from A. 32%EI

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

SOLVE FOR NUMBER 4ONLY

bending moment in the beam if the vertical
reaction @ B is 30% of the vertical
reaction @ support A.
support
highway loads: Golve for
W= 60 kN/m
P = 150KN
Dead load
N= 25 L/m
3.
Mmax on
the beam
%3D
%3D
S0KN
I I I JB
8 solve for: the lication of
4.
& value of mmaximum
deflection in terms of EI.
example: loc. 4.25m from A.
A= 32%EI

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