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A flanged wooden shape is used to support the loads shown on the beam. The dimensions...
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 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...
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 wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB=2.8 m, LBC=1.1 m, LCD=1.6 m, w=12 kN/m, P=6.8 kN, b1=20 mm, b2=75 mm, d1=100 mm, and dz=240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. - X BI ec LAB I LBCI LCDJ bil b2 bil Answers: kPa. (a)...
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...
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 1.875-in.-diameter solid steel shaft supports loads PA = 230 lb, PC = 560 lb, and PE-230 lb, as shown. Assume that LAB = 8 in., LBC = 23 in., LCD = 10 in., and LD-14 in. The bearing at B can be idealized as a roller support, and the beargt D can be idealized as a pin support. Determine the magnitude of the maximum bending stress in the shaft. A B LA LBC CD LDE Answer: σmax- ksi
A flanged cross section is used to support the loads shown in Figure 5. The dimensions of the cross section are given in a figure below. Consider the entire 20-ft length of the beam and determine: (a) Draw diagrams of shear forces and moments, (b) Determine maximum tensile normal stress in the cross section, and (c) Determine maximum compression normal stress in the cross section. 700 lb 1,500 lb 4 in. 1 in. 200 lb/ft in. B IC 12 in....
Chapter 8, Reserve Problem 054 X Not Correct A WT305 x 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 = 1 m, LBC = 7 m, LcD = 3 m, PA = 9 KN, WBC = 7 kN/m. Consider the entire 11-m length of the beam and determine: (a)...