A simply supported wood beam of rectangular cross section and span length 2 m carries a...
A simply supported wood beam of rectangular cross section and span length 2 m carries a uniformly distributed load of intensity 9 = 1 kN/m as shown. Calculate the maximum bending stress and the maximum shear stress in the beam.
Homework Answers
For the given problem
Maximum bending stress = 0.9259 N/sq.mm
Maximum shear stress = 0.0834 N/ sq.mm
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A simply supported wood beam of rectangular cross section and span length 2 m carries a...
A simply supported wood beam AB with span length L = 6 m
A simply supported wood beam AB with span length L = 6 m carries a trapezoidal distributed load of intensity q = 4 kN/m at the left end and q/2 at the right end. Calculate the maximum bending stress Omax due to the load if the beam has a rectangular cross section with width b = 150 mm and height h = 250 mm.
A Simply supported wood beam AB with span length Labm Carries trapezoidal distributed load of eatersita...
A Simply supported wood beam AB with span length Labm Carries trapezoidal distributed load of eatersita q=vikula at the best and and at the right end. calculate the maximum bending stress Tomax clue to the load of the beam has a rectangular sechan with width 6=150mm and 9/2 Cross height ho 850mm. a
A rectangular cross section at a location along a beam in bending is
(a). A rectangular cross section at a location along a beam in bending is acted upon by a bending moment and a shear force. The cross section is \(120 \mathrm{~mm}\) wide, \(300 \mathrm{~mm}\) deep and is orientated such that it is in bending about its major axis of bending. The magnitudes of the bending moment and shear force are \(315 \mathrm{kNm}\) and \(240 \mathrm{kN}\) respectively. Determine the maximum bending and shear stresses on the cross section. Plot the bending and...
P9.007 (GO Tutorial) A 6.8 m long simply supported wood beam carries a uniformly distributed load...
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...
A5.2 m long simply supported wood beam carries a uniformly distributed load of 12.9 kN/m, as...
A5.2 m long simply supported wood beam carries a uniformly distributed load of 12.9 kN/m, as shown in Figure A. The cross-sectional dimensions of the beam as shown in Figure Bare b = 195 mm, d = 485 mm. yy = 81 mm, and yx = 167 mm. Section 3-a is located at x = 1.4 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-3,...
A simply supported wood beam with a span of L = 16 ft supports a uniformly...
A simply supported wood beam with a span of L = 16 ft
supports a uniformly distributed load of w0 =
305 lb/ft. The allowable bending stress of the wood is 1.30 ksi. If
the aspect ratio of the solid rectangular wood beam is specified as
h/b = 1.75, calculate the minimum width
b that can be used for the beam.
A simply supported wood beam with a span of L = 16 ft supports a uniformly distributed load of...
The simply supported beam, with a U cross section, is subjected to a uniformly distributed force...
The simply supported beam, with a U cross section, is subjected to a uniformly distributed force of 8 kN/m and a concentrated load of 12 kN as shown. (a) Determine the reaction at supports A and B, (b) sketch the shear diagram and the moment diagram, (c) determine the location of the neutral axis of the cross section and calculate its area moment of inertia about the neutral axis, and (d) determine absolute maximum bending stress and (e) absolute maximum...
2 A simply supported beam of length L = 10 m carries both a uniformly distributed...
2 A simply supported beam of length L = 10 m carries both a uniformly distributed load w, of 10 kN/m and a non-uniformly distributed load with a maximum value of w2 =10 kN/m at its roller support, as shown in Figure Q2 (a). The beam is made from a I-section and the thickness for all the three rectangular members is of 10 mm. All other dimensions are illustrated in Figure 02 (b). Self-weight of the beam is neglected. 300...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam are shown a) At section a-a e the magnitude of the shear stress in the beam at point H. -7748 KNIm in the beam at point K the beam, at any location within the 5-m span length. V occurs in the beam at any location within the 5-m span length.)diagr. the magnitude of the shear stress (b) At section a-a, (e) Determine the maximum...
Q2 A simply supported beam of length L = 10 m carries both a uniformly distributed...
Q2 A simply supported beam of length L = 10 m carries both a uniformly distributed load wof 10 kN/m and a non-uniformly distributed load with a maximum value of w2 =10 kN/m at its roller support, as shown in Figure Q2 (a). The beam is made from a I-section and the thickness for all the three rectangular members is of 10 mm. All other dimensions are illustrated in Figure Q2 (b). Self-weight of the beam is neglected. 300 mm...
A Simply supported wood beam AB with span length Labm Carries trapezoidal distributed load of eatersita q=vikula at the best and and at the right end. calculate the maximum bending stress Tomax clue to the load of the beam has a rectangular sechan with width 6=150mm and 9/2 Cross height ho 850mm. a
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...
A5.2 m long simply supported wood beam carries a uniformly distributed load of 12.9 kN/m, as shown in Figure A. The cross-sectional dimensions of the beam as shown in Figure Bare b = 195 mm, d = 485 mm. yy = 81 mm, and yx = 167 mm. Section 3-a is located at x = 1.4 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-3,...
A simply supported wood beam with a span of L = 16 ft
supports a uniformly distributed load of w0 =
305 lb/ft. The allowable bending stress of the wood is 1.30 ksi. If
the aspect ratio of the solid rectangular wood beam is specified as
h/b = 1.75, calculate the minimum width
b that can be used for the beam.
A simply supported wood beam with a span of L = 16 ft supports a uniformly distributed load of...
2 A simply supported beam of length L = 10 m carries both a uniformly distributed load w, of 10 kN/m and a non-uniformly distributed load with a maximum value of w2 =10 kN/m at its roller support, as shown in Figure Q2 (a). The beam is made from a I-section and the thickness for all the three rectangular members is of 10 mm. All other dimensions are illustrated in Figure 02 (b). Self-weight of the beam is neglected. 300...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam are shown a) At section a-a e the magnitude of the shear stress in the beam at point H. -7748 KNIm in the beam at point K the beam, at any location within the 5-m span length. V occurs in the beam at any location within the 5-m span length.)diagr. the magnitude of the shear stress (b) At section a-a, (e) Determine the maximum...
Q2 A simply supported beam of length L = 10 m carries both a uniformly distributed load wof 10 kN/m and a non-uniformly distributed load with a maximum value of w2 =10 kN/m at its roller support, as shown in Figure Q2 (a). The beam is made from a I-section and the thickness for all the three rectangular members is of 10 mm. All other dimensions are illustrated in Figure Q2 (b). Self-weight of the beam is neglected. 300 mm...
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