A wooden beam is fabricated by bolting together three members. The cross-sectional dimensions are shown. The...
A wooden beam is fabricated from three boards, which are fastened together with screws, as shown. The screws are uniformly spaced along the span of the beam at intervals of 260 mm. In service, the beam will be positioned so that bending occurs about the z axis. The maximum bending moment in the beam is Mz =ー3.54 kN-m, and the maximum shear force in the beam is vy =-3.67 kN. Assume s=260 mm, b1 = 33 mm, b2 = 200...
P9.049 A wooden beam is fabricated from three boards, which are fastened together with screws, as shown. The screws are uniformly spaced along the span of the beam at intervals of 240 mm. In service, the beam will be positioned so that bending occurs about the z axis. The maximum bending moment in the beam is Mz--4.99 kN-m, and the maximum shear force in the beam is Vy -3.25 kN. Assume s=240 mm, b,-37 mm, b2=240 mm, d1=190 mm, d2=...
A wooden beam is fabricated from three boards, which are fastened together with screws, as shown. The screws are uniformly spaced along the span of the beam at intervals of 100 mm. In service, the beam will be positioned so that bending occurs about the z axis. The maximum bending moment in the beam is Mz = −4.84 kN-m, and the maximum shear force in the beam is Vy = −2.96 kN. Assume s=100 mm, b1= 32 mm, b2 =...
A wooden box beam is fabricated from four boards, which are fastened together with screws. Each screw can provide a resistance of 880 N. In service, the box beam will be installed so that bending occurs about the z axis, and the maximum shear force in the beam will be 6 kN. Assume d1=54 mm, d2=190 mm, b1=120 mm, and b2=25 mm. Determine the maximum permissible spacing interval s for the screws. di d2 x di bzdk bi b2 Answer:...
Part 1 A cantilever flexural member is fabricated by bolting two identical cold-rolled steel channels back-to-back, as shown. The cantilever beam has a span of L = 1300 mm and supports a concentrated load of P = 500 N. The cross-sectional dimensions of the built-up shape are shown, where d = 40 mm, w = 65 mm, and t = 3 mm. The effect of the rounded corners can be neglected in determining the section properties for the built-up shape....
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 wooden box beam is fabricated from four boards, which are fastened together with screws. Each screw can provide a resistance of 1020 N. In service, the box beam will be installed so that bending occurs about the z axis, and the maximum shear force in the beam will be 10.4 kN. Assumed. -49 mm, dy 150 mm, b. - 130 mm, and by 25 mm. Determine the maimum permissible spacing intervals for the screws. de by! bi Answer: -...
A wooden box beam is fabricated from four boards, which are fastened together with screws. Each screw can provide a resistance of 920 N. In service, the box beam will be installed so that bending occurs about the z axis, and the maximum shear force in the beam will be 6.4 kN. Assume d1=46 mm, dz=190 mm, b1=160 mm, and bz=23 mm. Determine the maximum permissible spacing interval s for the screws. da 2 b bi Answer: S = mm.
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 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...