An I-section girder has a web 600 mm x 12,5 mm and flanges 300 mm x 25 mm. The girder must withstand a bending moment of 300 kN.m and a shear force of 1 MN at a particular section. Determine (a) the maximum bending stress induced in the section; (b) the maximum shear stress induced in the section due to the shear force only; (c) the percentage of the shear force carried by the web; (d) the percentage of the bending moment carried by the flanges.
An I-section girder has a web 600 mm x 12,5 mm and flanges 300 mm x 25 mm. The girder must withstand a bending moment of 300 kN.m and a shear force of 1 MN at a particular section. Determine (a) the maximum bending stress induced in the section; (b) the maximum shear stress induced in the section due to the shear force only; (c) the percentage of the shear force carried by the web; (d) the percentage of the bending moment carried by the flanges.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An I-section girder has a web 600 mm x 12,5 mm and flanges 300 mm x 25
mm. The girder must withstand a bending moment of 300 kN.m and a shear
force of 1 MN at a particular section. Determine (a) the maximum bending
stress induced in the section; (b) the maximum shear stress induced in the
section due to the shear force only; (c) the percentage of the shear force carried
by the web; (d) the percentage of the bending moment carried by the flanges.
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