Problem 2: 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.

Problem 2: 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.

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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