A simply supported beam with spans of LAB= 11 ft and Lac 33 ft supports loads of w- 3.0 kips/ft and P- 29 kips. The cross-sectional dimensions of the wide-flange shape are b,= 7.0 in, t, 0.55 in., d-29.8 in, and t,-0.49 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. La Lạc Part 1 Use equilibrium to determine the reaction forces at B and C. Upward forces are positive. Answer: B,- kips C,- kips
A simply supported beam with spans of LAB= 11 ft and Lac 33 ft supports loads of w- 3.0 kips/ft and P- 29 kips. The cross-sectional dimensions of the wide-flange shape are b,= 7.0 in, t, 0.55 in., d-29.8 in, and t,-0.49 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. La Lạc Part 1 Use equilibrium to determine the reaction forces at B and C. Upward forces are positive. Answer: B,- kips C,- kips
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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