Problem # 3: A gutter beam is composed a C 6x13 channel and 2 pcs. of ¾ " x 7 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 in4 Iy = 1.05 in x = 0.514 in tf = .343 in 3 ft.. 10 ft 6 ft

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem # 3: A gutter beam is composed a C 6x13 channel and 2 pcs. of %4" x 7
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.
3/4" x 7" plate
w = lb/ft
CGx 13
6 ft
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 in4
Iy= 1.05 in
x=0.514 in
tf = .343 in
6.
3
L
3 ft..
10 ft
Transcribed Image Text:Problem # 3: A gutter beam is composed a C 6x13 channel and 2 pcs. of %4" x 7 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. 3/4" x 7" plate w = lb/ft CGx 13 6 ft 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 in4 Iy= 1.05 in x=0.514 in tf = .343 in 6. 3 L 3 ft.. 10 ft
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