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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff11cd2fd-1b9a-4f2b-a40c-08f3e2fdcdb1%2Fa3ba75a0-b9eb-4a82-bb0f-5e8bb7cb2210%2Fv5myuhc_processed.jpeg&w=3840&q=75)
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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