A beam of wide-flange shape (Fig. 5-39a) is subjected to a vertical shear force V=45 kN. The cross-sectional dimensions of the beam are b=165 mm, t=7.5 mm, h=320mm, h1=290 mm. Determine the maximum shear stress, minimum shear stress, and total shear force in the web. (Disregard the areas of the fillets when making calculations.)
A beam of wide-flange shape (Fig. 5-39a) is subjected to a vertical shear force V=45 kN. The cross-sectional dimensions of the beam are b=165 mm, t=7.5 mm, h=320mm, h1=290 mm. Determine the maximum shear stress, minimum shear stress, and total shear force in the web. (Disregard the areas of the fillets when making calculations.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam of wide-flange shape (Fig. 5-39a) is subjected to a vertical shear force V=45 kN. The cross-sectional dimensions of the beam are b=165 mm, t=7.5 mm, h=320mm, h1=290 mm. Determine the maximum shear stress, minimum shear stress, and total shear force in the web. (Disregard the areas of the fillets when making calculations.)
Transcribed Image Text:h =
320 mm
h =
290 mm
t = 7.5 mm
b =
-165 mm-
(a)
Figure 5-39 a
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