A fully braced steel beam consisting of A-36 steel is used as a simple beam for a span of 6 m. It caries equal concentrated loads of 80 kN at each quarter of the beam. E= 200 000 MPa. Fy 250 MPa. A = 14000 mm² d = 360 mm br = 256 mm tf = 19.9 mm tw = 11.4 mm Properties of Steel Beam k= 331 x 10ệ mm ly = 55.7 x 106 mm4 Sx = 1840 x 103 mm3 Sy = 435 x 103 mm³ ® Determine the deflection of the beam due to the concentrated loads only.
A fully braced steel beam consisting of A-36 steel is used as a simple beam for a span of 6 m. It caries equal concentrated loads of 80 kN at each quarter of the beam. E= 200 000 MPa. Fy 250 MPa. A = 14000 mm² d = 360 mm br = 256 mm tf = 19.9 mm tw = 11.4 mm Properties of Steel Beam k= 331 x 10ệ mm ly = 55.7 x 106 mm4 Sx = 1840 x 103 mm3 Sy = 435 x 103 mm³ ® Determine the deflection of the beam due to the concentrated loads only.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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