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Installing top flange hangers for consistent results is easy, and fast. Make sure the top is nailed first and hold the hanger flat against the face of the beam. Since I Joists are consistent, a consistent install ensures a consistent plane. . . Whenever possible, I install hangers to beams before lifting them in place. This is much faster than ladder work later, and is much safer. . . These are top flange ITS hangers from @strongtie and feature features the Strong-Grip™ seat and Funnel Flange™ d

Installing top flange hangers for consistent results is easy, and fast. Make sure the top is nailed first and hold the hanger flat against the face of the beam. Since I Joists are consistent, a consistent install ensures a consistent plane. . . Whenever possible, I install hangers to beams before lifting them in place. This is much faster than ladder work later, and is much safer. . . These are top flange ITS hangers from @strongtie and feature features the Strong-Grip™ seat and Funnel Flange™ d

96.9K viewsApr 2, 2023

Facebookawesomeframers

If the wide-flange beam is subjected to a shear of V=20 kN, determine the shear force resisted by the web of the beam.

If the wide-flange beam is subjected to a shear of V=20 kN, determine the shear force resisted by the web of the beam.

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The wide-flange beam is subjected to the 50-kN force. Determine the principal stresses in the beam at point A located on the web at the bottom of the upper flange. Although it is not very accurate, use the shear formula to calculate the shear stress. | Numerade

The wide-flange beam is subjected to the 50-kN force. Determine the principal stresses in the beam at point A located on the web at the bottom of the upper flange. Although it is not very accurate, use the shear formula to calculate the shear stress. | Numerade

A beam of wide-flange cross section (see figure) has the following dimensions: b=120 mm, t=10 mm h=300 mm, and h1=260 mm . The beam is simply supported with span length L=3.0 m . A concentrated load P=120 kN acts at the midpoint of the span. At a cross section located 1.0 m from the left-hand support, determine the principal stresses σ1 and σ2 and the maximum shear stress τmax at each of the following locations: (a) the top of the beam, (b) the top of the web, and (c) the neutral axis. | Numerad

A beam of wide-flange cross section (see figure) has the following dimensions: b=120 mm, t=10 mm h=300 mm, and h1=260 mm . The beam is simply supported with span length L=3.0 m . A concentrated load P=120 kN acts at the midpoint of the span. At a cross section located 1.0 m from the left-hand support, determine the principal stresses σ1 and σ2 and the maximum shear stress τmax at each of the following locations: (a) the top of the beam, (b) the top of the web, and (c) the neutral axis. | Numerad

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