A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB = 4.0 ft, LBC = 12.0 ft, w = 1620 lb/ft, P = 2550 lb, b = 16 in., d = 6 in., t = 0.50 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. Chapter 9, Supplemental Question 043 (GO Tutorial) A cantilever beam supports the loads shown. The cross...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 5 ft. LBC = 2 ft, LCD= 3 ft, LDE = 4 ft, Pc = 2060 lb, Pe= 1990 lb, WAB = 750 lb/ft, b1 = 10 in., b2 = 2 in., b3 = 7 in., dų = 2 in., d2 = 8 in., d3= 2 in. Consider the entire 14-ft length...
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB = 3.5 ft, LBC = 10.5 ft, w = 1380 lb/ft, P = 2600 lb, b = 15 in., d = 7 in., t = 0.35 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. 2 LAB LBC Answers
A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume mm, by - 85 mm, 5 mm, 9 mm. Determine - 0.5 m, P. - 4.0 kN, Pg - 7.5 kN, Pe-2.0 kN, -85 (a) the maximum vertical shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress. See the coordinate system for the beam in the problem figure with the origin of the x axis at the feed...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 7 ft, Lec = 4 ft, Lcd = 4 ft, LDE = 2 ft, Pc = 1730 lb, PE = 2320 lb, WAB = 710 lb/ft, b = 8 in., b2 = 2 in., b3 = 5 in., da = 2 in., d2 = 7 in., dz = 2 in. Consider the...
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB = 6 ft, LBC = 2 ft, LCD = 2 ft, LDE = 4 ft, PC = 1700 lb, PE = 1750 lb, wAB = 610 lb/ft, b1 = 7 in., b2 = 2 in., b3 = 3 in., d1 = 2 in., d2 = 11 in., d3 = 2 in. Consider the...
A wooden beam is fabricated by bolting together three members. The cross-sectional dimensions are shown. The 8-mm-diameter bolts are spaced at intervals of s = 290 mm along the x axis of the beam. If the internal shear force in the beam is V = 9.4 kN, determine the shear stress t in each bolt. Assume b1 = 49 mm, b2 = 49 mm, d1 = 104 mm, d2 = 270 mm. bib2 bi di d2 X Answer: t =...
P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown. Assume LAB-2.5 ft, LBc 7.5 ft, w 1500 lb/ft, P-2100 lb, b-15 in., d-8 in., t 0.45 in. Determine (a) the maximum horizontal shear stress. (b) the maximum compression bending stress. (c) the maximum tension bending stress BC MB Answers: ksi ƠC,ma,- (b) ksi ƠT,max= (c) P9.037 A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also shown....
A WT305 × 41 standard steel shape is used to support the loads shown on the beam. The dimensions from the top and bottom of the shape to the centroidal axis are shown in the sketch of the cross section. Assume LAB = 3 m, LBC = 3 m, LCD = 3 m, PA = 17 kN, wBC = 11 kN/m. Consider the entire 9-m length of the beam and determine: (a) the maximum tension bending stress σT at any...
P9.007 (GO Tutorial) A 6.8 m long simply supported wood beam carries a uniformly distributed load of 10.6 kN/m, as shown in Figure A. The cross-sectional dimensions of the beam as shown in Figure B are b = 180 mm, d-460 mm, ун-92 mm, and VK-1 44 mm. Section a-a is located at x-1.3 m from B (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the...