The W360 x 262 section carries a vertical shear force of 650 kN. For this section,...
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The W360 x 262 section carries a vertical shear force of 650 kN. For this section, calculate (a) the minimum shear stress in the web; (b) the maximum shear stress in the web and (c) the percentage of the vertical shear force carried by the web. 33.3 mm W360 x 262 387 mm 21.1 mm 398 mm I=894 x 10 mm* FIG. P5.117 The W360 x 262 section carries a vertical shear force of 650 kN. For this section, calculate (a) the minimum shear stress in the web; (b) the maximum shear stress in the web and (c) the percentage of the vertical shear force carried by the web. 33.3 mm W360 x 262 387 mm 21.1 mm 398 mm I=894 x 10 mm* FIG. P5.117
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Shigleys Mechanical Engineering Design
ISBN: 978-1121345317
9th edition
Authors: Richard G. Budynas, J. Keith Nisbett
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