A. A simply supported girder spans 12 m. It carries two (2) beams, each at 4.5 m. from the supports. Theconcentrated load from each beam is 75 KN. Don't neglect the weight of beam W410x100PropertiesBeamSection W410 mm x 100 kg/mIx-397 x 106 mm, ly=49 x 106 mmª,tf = 21 mm, tw=15mm, Modulus of elasticity E = 200 GPa,Consider bending about the x-axis.A=12710 mm², d=415 mm, bf=265 mm,a. Which of the following gives the maximum bending stress?Fy=248 MPa

Given data Bending about x-axis Beam: W410 mm × 100 kg/m Find the maximum bending stress.

A. A simply supported girder spans 12 m. It carries two (2) beams, each at 4.5 m. from the supports. The concentrated load from each beam is 75 KN. Don't neglect the weight pf beam W410x100 Beam Properties Section W410 mm x 100 kg/m A=12710 mm², d-415 mm, bf=265 mm, Ix=397 x 106 mm, ly=49 x 106 mmª, tf = 21 mm, tw=15mm, Modulus of elasticity E = 200 GPa, Consider bending about the x-axis. a. Which of the following gives the maximum bending stress? Fy=248 MPa

A. A simply supported girder spans 12 m. It carries two (2) beams, each at 4.5 m. from the supports. The concentrated load from each beam is 75 KN. Don't neglect the weight pf beam W410x100 Beam Properties Section W410 mm x 100 kg/m A=12710 mm², d-415 mm, bf=265 mm, Ix=397 x 106 mm, ly=49 x 106 mmª, tf = 21 mm, tw=15mm, Modulus of elasticity E = 200 GPa, Consider bending about the x-axis. a. Which of the following gives the maximum bending stress? Fy=248 MPa

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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