Problem A bridge girder consists of W 760 x 161 and a channel C 380 x 50.4 and joined by 2 - 22 mm Ø rivets as shown in Figure ST-902. It carries a conrete slab 100 mm thick and moving loads as shown in Figure ST - 902. 15 Impact factor due to wheel live load is .The beam is simply supported L +37 on a span of 20 m.
Problem A bridge girder consists of W 760 x 161 and a channel C 380 x 50.4 and joined by 2 - 22 mm Ø rivets as shown in Figure ST-902. It carries a conrete slab 100 mm thick and moving loads as shown in Figure ST - 902. 15 Impact factor due to wheel live load is .The beam is simply supported L +37 on a span of 20 m.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem A bridge girder consists of W 760 x 161 and a channel C 380 x
50.4 and joined by 2 - 22 mm Ø rivets as shown in Figure ST-902. It carries a
conrete slab 100 mm thick and moving loads as shown in Figure ST - 902.
.The beam is simply supported
15
L +37
Impact factor due to wheel live load is
on a span of 20 m.
18.6 KN
X
R
4.12 m
62.8 KN
T
Figure ST-902
Compute the maximum bending stress of the beam in tension.
Compute the maximum bending stress of the beam in tension.
Compute the maximum horizontal shear stress of the beam.
Compute the shear stress in the rivets.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fedc01743-5ee5-4189-8ada-406c524e4ff9%2F1044f616-1245-441c-8864-bc0d41da5da1%2Fnqruxrd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem A bridge girder consists of W 760 x 161 and a channel C 380 x
50.4 and joined by 2 - 22 mm Ø rivets as shown in Figure ST-902. It carries a
conrete slab 100 mm thick and moving loads as shown in Figure ST - 902.
.The beam is simply supported
15
L +37
Impact factor due to wheel live load is
on a span of 20 m.
18.6 KN
X
R
4.12 m
62.8 KN
T
Figure ST-902
Compute the maximum bending stress of the beam in tension.
Compute the maximum bending stress of the beam in tension.
Compute the maximum horizontal shear stress of the beam.
Compute the shear stress in the rivets.
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