Where is neutral axis of the gutter section with reference from the bottom of the channel? What is the moment of inertia of the section with respect to the X-axis? What is the reaction of the hinge support at B? What is the maximum flexural stress of the beam? What is the flexural stress 3 ft. from the roller support at D ? Problem # 3: A gutter beam is composed a C 6x13 channel and 2 pcs. of % "x7steel plate whose section is shown below. The beam is overhang in the left side 3ft. from support B. and carry a uniformly distributed load w=25 lbs/ft. includingits own weight and two concentrated load P1= 5 lbs. and P2= 10 lbs located asshown.P₂3/4" x 7" platew=lb/ftCG x 13Properties of C 6 x 13A= 3.83 in²tw = 0.437 inbf = 2.157 inbf breadth of flangeIx = 17.4 inIy 1.05 inx = 0.514 intf = .343 in33 ft..10 ft6 ft

area of C6X13 = 3.83 in2 Iy = 1.05 in4 but in the girder section it becomes Ix x¯ = 0.514 in but…

Answered: Where is neutral axis of the gutter…

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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Where is neutral axis of the gutter section with reference from the bottom of the channel? What is the moment of inertia of the section with respect to the X-axis? What is the reaction of the hinge support at B? What is the maximum flexural stress of the beam? What is the flexural stress 3 ft. from the roller support at D ?

Problem # 3: A gutter beam is composed a C 6x13 channel and 2 pcs. of % "x7
steel plate whose section is shown below. The beam is overhang in the left side 3
ft. from support B. and carry a uniformly distributed load w=25 lbs/ft. including
its own weight and two concentrated load P1= 5 lbs. and P2= 10 lbs located as
shown.
P₂
3/4" x 7" plate
w=lb/ft
CG x 13
Properties of C 6 x 13
A= 3.83 in²
tw = 0.437 in
bf = 2.157 in
bf breadth of flange
Ix = 17.4 in
Iy 1.05 in
x = 0.514 in
tf = .343 in
3
3 ft..
10 ft
6 ft

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