A beam with length L-2 m and rectangular cross-section of width b-75 mm and height h...
C5.2 The cantilever beam of length L has a rectangular cross section of constant width b. The height h of the beam varies as(h2 - h)(x/L)2. The magnitude of the uniformly distributed load is wo. Given L, b, hi, h2, and wo, construct an al gorithm to plot the maximum normal stress acting on the cross section as a function of x. (a) Run the algorithm with L 2 m, b 25 mm, h 30 mm, h2120 mm, and wo...
The cross section of the cantilever beam loaded as shown in Fig. 8-20 is rectangular, 50 × 75 mm. The bar, 1 m long, is aluminum for which E = 65 GPa. Determine the permissible maximum intensity of loading if the maximum deflection is not to exceed 5 mm and the maximum stress is not to exceed 50 MPa. Ans. w0 = 14.1 kN/m and 17.1 kN/m. Select 14.1 kN/m. oment 3 Fig. 8-20 oment 3 Fig. 8-20
(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...
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.
QUESTION 4 A beam of rectangular cross section 200 x 400 mm, is pre-stressed with force of 1 500 kN applied at 150 mm from the bottom edge of the beam, as shown on the Figure below. Calculate the magnitude of the uniformly distributed load (UDL), so that the resultant stress at the bottom edge of the beam is zero (0). 1500 kN 1500 kN> 12 m
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.
The beam has the rectangular cross section shown. A beam of length 6 meters pin-supported 2 meters from the left end and roller-supported 2 meters from the right end. The beam has a rectangular cross section with base length 50 millimeters and height 150 millimeters. Load: w, uniform along beam. Part A If w = 4 kN/m , determine the maximum bending stress in the beam. Can you please draw out the moment and shear diagrams for this one using...
Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...
1.2 (20 Marks) A beam of rectangular cross section (width b and height h) supports a uniformly distributed load along its entire length L. The allowable stresses in bending and shear are all and Tallow, respectively. a) If the beam is simply supported, what is the span length Lo below which the shear stress governs the allowable load and above which the bending stress governs? b) If the beam is supported as a cantilever, what is the length Lo below...
A simple beam with span length L = 2m is subjected to a uniform load intensity of q = 60 kN/m. The beam has a rectangular cross section with width b = 50 mm and height h = 150 m Determine the normal stress at point C (Mpa) with c = 500 mm and d = 25 mm.